HomeMy WebLinkAboutContract Volume 1Contract No.: CAG-20-150 Project No.: TED4004099
Contract Provisions Award Amount: $374,702.96
Award Date: February 22, 2021
Award To: P.G.H. EXCAVATING I NC.
P.O. BOX 1151
ENUMCLAW, WA 98022
RENTON ELEMENTARY AND MIDDLE SCHOOL CROSSINGS
Federal Aid Number: HSIP-OO0S(533)
Volume 1 of 2
General Bid Information: Builders Exchange of Washington, Inc.
(425)258-1303
City Contact: Flora Lee, PE, PTOE
(425)430-7303
Consultant Contact: Xiaoping Zhang, PhD, PE, PTOE
(206)309-9720
Approved for Co
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tion
/��� City of Renton
Submitted to:
City of Renton
Renton City Hall-5th Floor
1055 South Grady Way
Renton, Washington 98057
Submitted by: !A ��m=,9,�cJ
1109 Ut Avenue, SUlte 212
Seattle, WA 98101
Public Works Department
Transportation Division
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CITY OF RENTON
RENTON, WASHINGTON
Contract Provisions
for the
Elementary and Middle School Crossings Project
Federal Aid Number: HSIP-000S (533)
City of Renton Number: TED4004099
City Contract Number: CAG-20-150
October 2020
City of Renton
1055 South Grady Way
Renton, WA
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CITY OF RENTON
Elementary and Middle School Crossings
Table of Contents
VOLUME I
I. CALL FOR BIDS
1. CALL FOR BIDS
II. INFORMATION AND CHECKLISTS FOR BIDDERS
1. INFORMATION AND CHECKLIST FOR BIDDERS
2. SUMMARY OF FAIR PRACTICES POLICY, CITY OF RENTON
3. SUMMARY OF AMERICANS WITH DISABILITIES ACT POLICY, CITY OF RENTON
III. PROJECT PROPOSAL
1. * PROJECT PROPOSAL
2. * PROPOSAL
3. * SCHEDULE OF PRICES
4. * LOCAL AGENCY CERTIFICATION FOR FEDERAL-AID CONTRACTS
5. * NON-COLLUSION DECLARATION
6. * UDBE UTILIZATION CERTIFICATION
7. * PROPOSAL FOR INCORPORATING RECYCLED MATERIALS INTO THE PROJECT
8. *CONTRACTOR CERTIFICATION, WAGE LAW COMPLIANCE – RESPONSIBILITY CRITERIA,
WASHINGTON STATE PUBLIC WORKS CONTRACTS
9. * PROPOSAL SIGNATURE PAGE
10. * PROPOSAL BID BOND TO THE CITY OF RENTON
11. ◈UDBE BID ITEM BREAKDOWN FORM
12. ◈UDBE TRUCKING CREDIT FORM
13. ◈UDBE WRITTEN CONFIRMATION DOCUMENT
IV. AGREEMENT FORMS
1. ❖AGREEMENT
2. ❖CONTRACT BOND TO THE CITY OF RENTON
3. ❖FAIR PRACTICES AND NON-DISCRIMINATION POLICY DECLARATION
V. REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID CONSTRUCTION CONTRACTS
VI. SPECIAL PROVISIONS
* Submit as part of the bid ◈ Submit as part of the bid, or no later than 48 hours (not including Saturdays, Sundays and
Holidays) after the time for delivery of the Bid Proposal ❖ Submit within 10 days after Notice of Award
VII. APPENDICES
A: WAGE RATES
B. CITY OF RENTON STANDARD PLANS
C. WSDOT STANDARD PLANS
D. CONSTRUCTION IDENTIFICATION SIGN
E. PERMITS
F. PSE UNDERGROUND COMMERCIAL SERVICE CONNECTION DRAWING
VOLUME II - Plans
* Submit as part of the bid ◈ Submit as part of the bid, or no later than 48 hours (not including Saturdays, Sundays and
Holidays) after the time for delivery of the Bid Proposal ❖ Submit within 10 days after Notice of Award
Renton Elementary and Middle School Crossings ADDENDUM NO. 1
TED4004099 December 1, 2020
Page 1 of 2
Addendum No. 1
Renton Elementary and Middle School Crossings Project
Federal Aid Number: HSIP-000S(533)
Date of Issue: December 1, 2020
Bid Due Date: December 8, 2020
Date of Bid Opening: December 10, 2020
ATTENTION: ALL BIDDERS AND PLAN HOLDERS:
The Bid Documents for the above-named project are modified as described below. Bidders
shall take this Addendum into consideration when preparing and submitting their bids.
Bidders shall attach this addendum to their copy of the Contract Documents, and shall
acknowledge receipt of this Addendum on the Proposal Signature Page. A Proposal may be
considered irregular and may be rejected if the receipt of Addenda is not acknowledged.
THE CONTRACT DOCUMENTS ARE MODIFIED AS FOLLOWS:
1. PROPOSAL
REPLACE the Proposal (1 page) with the revised Proposal (1 page) attached to this
Addendum. The Proposal was revised to reflect the following change(s):
• Revised the number of working days for this contract from 30 to 40 working days.
2. SPECIAL PROVISIONS
The following special provision sections are revised for this contract as follows:
• Section 1-08.5 Time for Completion
o The first paragraph located on page SP 63 is revised to read as follows:
Section 1-08.5 is supplemented with the following:
(March 13, 1995, WSDOT GSP, Option 7)
This project shall be physically completed within ***40*** working days.
Renton Elementary and Middle School Crossings ADDENDUM NO. 1
TED4004099 December 1, 2020
Page 2 of 2
3. APPENDIX A - WAGE RATES
DELETE APPENDIX A: Wage Rates in its entirety and REPLACE with the attached revised
APPENDIX A: Wage Rates. Revisions to these reflect the following change(s):
• Updated Federal Prevailing Wage Rates
• Updated Washington State Prevailing Wage Rates
• Updated Supplemental to Wage Rates
• Updated Benefit Code Key
• Added Fringe Benefit Calculation Policy
• Added Landscape Construction Policy
4. PLANS (VOLUME 2 OF 2)
REPLACE the plan sheet(s) listed below with the attached revised plan sheet(s). Revisions to
these plan sheet(s) reflect the following change(s):
• Drawing No. SG3, Maplewood Heights Elementary School Crossing, RRFB Plan, Sheet 3
of 4:
o Added Run No. 8 to the plan view of the drawing.
5. BID OPENING
The bid opening date HAS NOT changed.
6. FUTURE ADDENDA
No future addenda are anticipated.
ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT.
CITY OF RENTON
Robert M. Hanson, P.E.
Transportation Design Manager
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Renton Elementary and Middle School Crossings ADDENDUM NO. 3
TED4004099 December 17, 2020
Page 1 of 4
Addendum No. 3
Renton Elementary and Middle School Crossings Project
Federal Aid Number: HSIP‐000S(533)
Date of Issue: December 17, 2020
Bid Due Date: January 12, 2021 (No Change from Addendum No. 2)
Date of Bid Opening: January 14, 2021 (No Change from Addendum No. 2)
ATTENTION: ALL BIDDERS AND PLAN HOLDERS:
The Bid Documents for the above‐named project are modified as described below. Bidders
shall take this Addendum into consideration when preparing and submitting their bids.
Bidders shall attach this addendum to their copy of the Contract Documents, and shall
acknowledge receipt of this Addendum on the Proposal Signature Page. A Proposal may be
considered irregular and may be rejected if the receipt of Addenda is not acknowledged. A
Proposal will be considered irregular and will be rejected if the Schedule of Prices included in
this Addendum is not completed and submitted with the Proposal.
THE CONTRACT DOCUMENTS ARE MODIFIED AS FOLLOWS:
1. PROPOSAL ‐ SCHEDULE OF PRICES
REPLACE the Schedule of Prices in the Proposal (4 pages) with the revised Schedule of Prices
(3 pages) attached to this Addendum. The Schedule of Prices was revised to reflect the
following:
Item No. 1 “MINIMUM BID REQUIREMENT – RECORD DRAWINGS ($1,000) is deleted.
Item No. 1 “RECORD DRAWINGS (MINIMIUM BID $1,000) is added.
Item No. 6 “COVID‐19 HEALTH AND SAFETY PLAN (CHSP) is deleted.
Item No. 6 “COVID‐19 HEALTH AND SAFETYH PLAN is added.
Item No. 7 “VEGETATION PROTECTION AND RESTORATION” is deleted.
Item No. 14 “REMOVE CEM CONC SIDEWALK” quantity is revised.
Item No. 16 “REMOVE DETECTABLE WARNING SURFACE” is deleted.
Item No. 16 “REMOVE, STORE, AND RESET MAILBOX” is added.
Item No. 18 “CRUSHED SURFACING TOP COURSE” quantity is revised.
Item No. 21 “PIPE, 8 IN DIA” is deleted.
Item No. 21 “DUCTILE IRON SEWER PIPE 8 IN. DIAM” is added.
Item No. 23 “STRUCTURE EXCAVATION CLASS B” quantity is revised.
Renton Elementary and Middle School Crossings ADDENDUM NO. 3
TED4004099 December 17, 2020
Page 2 of 4
Item No. 24 “SHORING OR EXTRA EXCAVATION CLASS B” quantity is revised.
Item No. 26 “HIGH VISIBILITY FENCING” quantity is revised.
Item No. 32 “RAISED PAVEMENT MARKER TYPE 1” quantity is revised.
Item No. 34 “CEMENT CONC. SIDEWALK” quantity is revised.
Item No. 37 “DETECTABLE WARNING SURFACE” quantity is revised.
Item No. 43 “PLASTIC MARKING LINE” is deleted.
Item No. 43 “PLASTIC LINE” is added.
Item No. 44 “PLASTIC CROSSWALK LINE” quantity is revised.
Item No. 47 “REMOVING PAINTED CROSSWALK LINE” unit and quantity are revised.
2. SPECIAL PROVISIONS
The following special provisions are revised for this contract as follows:
DELETE Section 2‐02.3(4) REMOVE DETECTABLE WARNING SURFACE, located on page SP
72, in its entirety.
REVISE Section 2‐02.3(5) REMOVE, STORE, AND RESET FORCE, located on page SP 72, to
2‐02.3(4) REMOVE, STORE, AND RESET FORCE.
REVISE Section 2‐02.4 MEASUREMENT, located on page SP 73, by deleting the fourth
sentence, “Removing detectable warning surface will be measured by the square foot.”
REVISE Section 2‐02.5 PAYMENT, located on page SP 73, by deleting the fourth
paragraph, ““Remove Detectable Warning Surface”, per square foot. The unit Contract
price for “Remove Detectable Warning Surface” shall be full compensation for all costs
incurred for removing the detectable warning surface and repairing the remaining
sidewalk surface, including all costs related to this Work as shown in the plans and as
defined in sections 2‐02.1, 2‐02.3, and 2‐02.3(4). No additional payment will be made if
the Contractor elects to remove and replace the full depth of sidewalk beneath the
detectable warning surface.”
DELETE DIVISION 5 – SURFACE TREATMENTS AND PAVEMENTS, located on page SP76, in
its entirety (1 page) and REPLACE with DIVISION 5 – SURFACE TREATMENTS AND
PAVEMENTS (34 pages) attached to this Addendum.
DELETE Section 8‐21.2 Materials, located on page SP 91, in its entirety.
3. APPENDIX F: PSE UNDERGROUND COMMERCIAL SERVICE CONNECTION DRAWING
REPLACE the draft Puget Sound Energy (PSE) Renton ES & MS Crossing underground
commercial power service connection drawing (1 page) with the final Renton ES & MS
Renton Elementary and Middle School Crossings ADDENDUM NO. 3
TED4004099 December 17, 2020
Page 3 of 4
Crossing underground commercial power service connection drawing (1 page) attached to
this Addendum.
This attached version includes an “Approved By” signature from PSE.
4. PLANS (VOLUME 2 of 2)
REPLACE the plan sheet(s) listed below with the attached revised plan sheet(s). Revisions to
these plan sheet(s) reflect the following change(s):
Drawing No. SP1, Sierra Heights Elementary School Crossing, Site Preparation Plan Sheet
1 of 3
o Revised legend items to match bid item names
Drawing No. SP2, McKnight Middle School Crossing, Site Preparation Plan Sheet 2 of 3
o Revised legend items to match bid item names
o Revised Site Preparation Construction Notes No. 5 to the plan view of the
drawing
Drawing No. SP3, Maplewood Heights Elementary School Crossing, Site Preparation
Plan, Sheet 3 of 3
o Revised legend items to match bid item names
o Added pavement removal area on east end of crossing
Drawing No. CH1, Sierra Heights Elementary School Crossing, Channelization, Signage,
and Paving Plan, Sheet 1 of 3
o Revised legend items to match bid item names
Drawing No. CH2, McKnight Middle School Crossing, Channelization, Signage, and Paving
Plan, Sheet 2 of 3
o Revised legend items to match bid item names
Drawing No. CH3, Maplewood Heights Elementary School Crossing, Channelization,
Signage, and Paving Plan, Sheet 3 of 3
o Revised legend items to match bid item names
o Added cement concrete sidewalk on east end of crossing
Drawing No. PD4, Maplewood Heights Elementary School Crossing, Paving Details, Sheet
4 of 4
o Added concrete pattern to east end of crossing
Drawing No. SG1, Sierra Heights Elementary School Crossing, RRFB Plan, Sheet 1 of 4
o Revised the format for Construction Notes No. 12 and Pole Notes No. 1
Drawing No. SG2, McKnight Middle School Crossing, RRFB Plan, Sheet 2 of 4
o Revised Construction Notes No. 9 to include Puget Sound Energy (PSE)
Underground Commercial Service Connection Drawing (Appendix F).
5. FUTURE ADDENDA
No future Addenda are anticipated.
Renton Elementary and Middle School Crossings ADDENDUM NO. 3
TED4004099 December 17, 2020
Page 4 of 4
ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT.
CITY OF RENTON
_______________________
Robert M. Hanson, P.E.
Transportation Design Manager
Renton Elementary and Middle School Crossings ADDENDUM NO. 4
TED4004099 January 14, 2021
Page 1 of 1
Addendum No. 4
Renton Elementary and Middle School Crossings Project
Federal Aid Number: HSIP-000S(533)
Date of Issue: January 14, 2021
Bid Due Date: January 12, 2021 (No Change from Addendum No. 2)
Date of Bid Opening: January 15, 2021 (CHANGED FROM ADDENDUM NO. 2)
ATTENTION: ALL BIDDERS AND PLAN HOLDERS:
The Bid Documents for the above-named project are modified as described below.
THE CONTRACT DOCUMENTS ARE MODIFIED AS FOLLOWS:
1. BID OPENING DATE
Sealed bids will be opened and publicly read via Zoom video-conferencing web application at
9:00 AM, Friday, January 15, 2021.
• The bid opening meeting can be accessed via videoconference by:
• Clicking this link to join the Zoom meeting:
• https://us02web.zoom.us/j/85360485830?pwd=YWFyT0FtVllTYjF0OFJEVUQ5TkkxQT09
• Using the Zoom app: Meeting ID: 853 6048 5830; Password: 803124;
• Via telephone by dialing: 253-215-8782,, 85360485830#,,,0#,, 803124#
• Zoom is free to use and is available at https://zoom.us/.
2. FUTURE ADDENDA
• NONE.
ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT.
CITY OF RENTON
_______________________
Robert M. Hanson, P.E.
Transportation Design Manager
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City of Renton
Contract Provisions for
Renton Elementary and Middle School Crossings
____________________________________________________________________________
I. CALL FOR BIDS
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CITY OF RENTON
Renton Elementary and Middle School Crossings Project
Federal Aid No. HSIP-000S(533)
Project No. TED4004099
CALL FOR BIDS
Sealed bids will be received until 11:00 AM, Tuesday, December 8, 2020, at the lobby of Renton City
Hall, 1055 South Grady Way, Renton, WA 98057. All supplemental documents, that are allowed to be
submitted after this date and time, shall be received at the lobby of Renton City Hall. Sealed bids will be
opened and publicly read via Zoom video-conferencing web application at 1:00 PM, Thursday, December
10, 2020. Any bids received after the published bid submittal time cannot be considered and will not be
accepted.
• The bid opening meeting can be accessed via videoconference by:
• Clicking this link to join the Zoom meeting:
• https://us02web.zoom.us/j/81898507827?pwd=OEdmRDVJY3BwWExna0M2N0RPcFhJUT09
• Using the Zoom app: Meeting ID: 818 9850 7827; Password: 162115;
• Via telephone by dialing: 253-215-8782,, 81898507827#,,,0#,,162115#
• Zoom is free to use and is available at https://zoom.us/.
Approved plans, specifications, addenda, and plan holders list for this project are available on-line
through Builders Exchange of Washington, Inc., at http://www.bxwa.com. Click on bxwa.com; Posted
Projects; Public Works; City of Renton; Projects Bidding. (Note: Bidders are encouraged to Register as a
Bidder, in order to receive automatic email notification of future addenda and to be placed on the
Bidders List). Contact Builders Exchange of Washington at 425-258-1303 should you require further
assistance.
The City of Renton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C.
2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A,
Office of the Secretary, Part 21, Nondiscrimination in Federally-Assisted programs of the Department
of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively
ensure that in any contract entered into pursuant to this advertisement, disadvantaged business
enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to
this invitation and will not be discriminated against on the grounds of race, color, national origin, or
sex in consideration for an award.
The improvement for which bids will be received is described below:
Construct the Renton Elementary and Middle School Crossing Project. The work shall include but is not
limited to excavation, pavement removal, RRFBs with accessible push buttons, signage, pavement
markings, pedestrian refuge island, bulb outs, sidewalk widening, ADA/curb ramps improvements,
drainage improvement, and visibility improvements; and all other work necessary to complete the Work
as specified and shown in the Contract Provisions.
An Underutilized Disadvantaged Business Enterprise (UDBE) mandatory goal of 3%, and zero (0) training
hours has been established for this project.
Jason A. Seth, City Clerk
Published:
November 5 & 12, 2020
Seattle Times & Renton Reporter (online)
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City of Renton
Contract Provisions for
Renton Elementary and Middle School Crossings
____________________________________________________________________________
II. INFORMATION AND CHECKLIST FOR BIDDERS
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Renton Elementary and Middle School Crossings Information and Checklist for Bidders
TED4004099 2020
INFORMATION AND CHECKLIST FOR BIDDERS
The following supplements the information in the Call for Bids:
1. Special Project Information. The Contract Documents, including Standard Specifications,
and all applicable laws and regulations apply to this project. The following items particular to
this project are repeated here for emphasis:
a. Wages. This project includes federal funding. The State Prevailing Wages and Federal
Wage Rates in effect at time of Advertisement are provided in Appendix A. It is the
Bidder’s responsibility to obtain wage information for any work classifications that are not
included.
b. Traffic Control and Hours of Work. This project includes improvements of three school
crossings. Each crossing is located in a school zone of a school frontage road. Traffic
control and the safety of the traveling public will be paramount. The Contractor will be
required to keep a minimum one (1) lane open to traffic during the day. Refer to special
provisions Section 1-07.23 for duration, requirements and restrictions.
2. Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall
request the explanation or interpretation in writing by the close of business five (5) business
days preceding the bid opening to allow a written reply to reach all prospective Bidders
before the submission of their Bids. Oral explanations, interpretations, or instructions given
by anyone before the Award of Contract will not be binding on the City of Renton.
3. If a bidder has any questions regarding the project, the bidder to:
• Submit questions via e-mail: mailto: FLee@Rentonwa.gov. Put “Renton Elementary
and Middle School Crossings” in the subject line.
No other type of inquiry will be accepted.
4. All bids must be self-explanatory. Partial bids will not be accepted. No opportunity will be
offered for oral explanation except as the City of Renton may request further information on
particular points. The bidder shall, upon request, furnish information to the City of Renton as
to their financial and practical ability to satisfactorily perform the work.
5. The construction contract will be awarded by the City of Renton to the lowest responsible,
responsive bidder. The total bid amount of all schedules combined will be used to determine
the low bidder.
6. The City of Renton reserves the right to reject any and all bids or waive any and/or all
informalities.
7. Payment for this work will be made in cash warrants.
8. Bidders are not required to be in possession of a current City of Renton business license in
order to bid on City projects. However, Contractors and all subcontractors of all tiers must be
in possession of a current City business license while conducting work in the City.
9. Bidding Checklist
Renton Elementary and Middle School Crossings Information and Checklist for Bidders
TED4004099 2020
Each bid must be submitted in a sealed envelope bearing on the outside the name and
address of the Bidder, and the name and number of the project for which the bid is
submitted. It is the responsibility of each bidder to ascertain if all the documents listed below
and in the Table of Contents are included in their copy of the Contract Provisions. If
documents are missing, it is the sole responsibility of the Bidder to contact the City of
Renton to obtain the missing documents prior to the date and time that bids are due.
The following documents shall be submitted with the bid.
a. Project Proposal Cover Sheet – The form included in these Bid Documents must be
used; no substitute will be accepted.
b. Proposal – The form included in these Bid Documents must be used; no substitute will
be accepted.
c. Schedule of Prices – The form(s) included in these Bid Documents must be used; no
substitute will be accepted. Bidders must bid on all schedules and items shown on the
Schedule of Prices. If any unit price is left blank, it will be considered no charge for that
bid item, regardless of what has been placed in the extension column.
d. Local Agency Certification for Federal-Aid Contracts – The form included in these
Bid Documents must be used; no substitute will be accepted.
e. Non-Collusion Declaration – The form included in these Bid Documents must be used;
no substitute will be accepted.
f. Underutilized Disadvantaged Business Enterprise (UDBE) Utilization Certification
– This form is available at http://wsdot.wa.gov/forms/pdfForms.html. Bidder may
download, complete, print and sign the form to include with Bid. The DOT Form, DOT
Form Number and revision date must match the form included in these Bid Documents,
otherwise the Bid will be considered irregular and non-responsive and the Bid will be
rejected.
g. Proposal for Incorporating Recycled Materials into the Project – The form included
in these Bid Documents must be used; no substitute will be accepted.
h. Contractor Certification, Wage Law Compliance – Responsibility Criteria,
Washington State Public Works Contracts – This form is available at
http://wsdot.wa.gov/forms/pdfForms.html. Bidder may download, complete, print and
sign the form to include with Bid. The DOT Form, DOT Form Number and revision date
must match the form included in these Bid Documents, otherwise the Bid will be
considered irregular and non-responsive and the Bid will be rejected.
i. Proposal Signature Page – The form included in these Bid Documents must be used;
no substitute will be accepted. Evidence of signatory’s authority to sign the
Proposal on behalf of the business entity shall be submitted with the Bid.
Otherwise, the submitted Bid will be considered irregular and non-responsive and
the Bid may be rejected.
j. Proposal Bid Bond – The form included in these Bid Documents must be used; no
substitute will be accepted. If an attorney-in-fact signs bond, the power of attorney
Renton Elementary and Middle School Crossings Information and Checklist for Bidders
TED4004099 2020
authorizing such execution must be current and enforceable, be properly executed by
the Surety in accordance with the Surety’s by-laws or other applicable rules and
resolutions, and include all necessary corporate seals, signatures, and notaries.
The following documents may be submitted with the bid or within 48 hours after the bid
submittal date and time listed in the Calls for Bids.
k. Underutilized Disadvantaged Business Enterprise (UDBE) Bid Item Breakdown
Form – This form is available at http://wsdot.wa.gov/forms/pdfForms.html. Bidder may
download, complete, print and sign the form to include with Bid. The DOT Form, DOT
Form Number and revision date must match the form included in these Bid Documents,
otherwise the Bid will be considered irregular and non-responsive and the Bid will be
rejected.
l. Underutilized Disadvantaged Business Enterprise (UDBE) Trucking Credit Form –
This form is available at http://wsdot.wa.gov/forms/pdfForms.html. Bidder may download,
complete, print and sign the form to include with Bid. The DOT Form, DOT Form
Number and revision date must match the form included in these Bid Documents,
otherwise the Bid will be considered irregular and non-responsive and the Bid will be
rejected.
m. Underutilized Disadvantaged Business Enterprise (UDBE) Written Confirmation
Document – This form is available at http://wsdot.wa.gov/forms/pdfForms.html. Bidder
may download, complete, print and sign the form to include with Bid. The DOT Form,
DOT Form Number and revision date must match the form included in these Bid
Documents, otherwise the Bid will be considered irregular and non-responsive and the
Bid will be rejected.
10. Contract Checklist
The following documents are to be executed by the successful Bidder after the Contract is
awarded.
a. Agreement – The form included in these Bid Documents must be used; no substitute
will be accepted. Two originals shall be executed by the successful Bidder.
b. Contract Bond – The form included in these Bid Documents must be used; no
substitute will be accepted. Two originals shall be executed by the successful Bidder and
its surety company. This bond covers successful completion of all work and payment of
all laborers, subcontractors, suppliers, etc. If an attorney-in-fact signs bond, the power of
attorney authorizing such execution must be current and enforceable, be properly
executed by the Surety in accordance with the Surety’s by-laws or other applicable rules
and resolutions, and include all necessary corporate seals, signatures, and notaries.
c. Fair Practices Policy Affidavit of Compliance – The form included in these Bid
Documents must be used; no substitute will be accepted.
d. Certificates of Insurance – To be executed by an insurance company acceptable to the
City, on ACORD Forms. Required coverages are listed in Section 1-07.18 of the Special
Provisions. The City of Renton shall be named as “Additional Insured” on the insurance
policies as well as the entities listed in Section 1-07.18(2) of the Special Provisions.
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Renton Elementary and Middle School Crossings Summary of Fair Practices Policy
TED4004099 2020
SUMMARY OF FAIR PRACTICES POLICY, CITY OF RENTON
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Renton Elementary and Middle School Crossings Summary of Americans with Disabilities Act Policy
TED4004099 2020
SUMMARY OF AMERICANS WITH DISABILITIES ACT POLICY, CITY OF RENTON
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City of Renton
Contract Provisions for
Renton Elementary and Middle School Crossings
____________________________________________________________________________
III. PROJECT PROPOSAL
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Renton Elementary and Middle School Crossings Local Agency Certification for Federal-Aid Contracts
TED4004099 2020
LOCAL AGENCY CERTIFICATION FOR FEDERAL-AID CONTRACTS
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Renton Elementary and Middle School Crossings Non-Collusion Declaration
TED4004099 2020
NON-COLLUSION DECLARATION
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City of Renton
Contract Provisions for
Renton Elementary and Middle School Crossings
____________________________________________________________________________
IV. AGREEMENT FORMS
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CONTRACTBONDTOTHECITYOFRENTONBondNo.WAC55728KNOWALLMENBYTHESEPRESENTS,Thatwe,[Contractor]PGHExcavatingIncof[address]P.O.BOX1151,ENUMCLAWWA98022asPrincipal,and[Surety]MERCHANTSBONDINGCOMPANY(MUTUAL)acorporationorganizedandexistingunderthelawsoftheStateofIowaasasuretycorporation,andqualifiedunderthelawsoftheStateofWashingtontobecomesuretyuponbondsofcontractorswithmunicipalcorporations,asSurety,arejointlyandseverallyheldandfirmlyboundtotheCityofRenton(City)inthepenalsumof$374,702.96TotalContractAmount,forthepaymentofwhichsumondemandwebindourselvesandourheirs,executors,administratorsandassigns,successorsandassigns,orpersonrepresentatives,asthecasemaybe.ThisobligationisenteredintopursuanttothestatutesoftheStateofWashington,theOrdinanceoftheCityofRenton.DatedatRenton,Washington,this22nddayofFebruary,2021Nevertheless,theconditionsoftheaboveobligationaresuchthat:WHEREAS,underandpursuanttoContractNo.CAG-20-J50providingforconstructionoftheRentonElementaryandMiddleSchoolCrossingsProiect,FederalAidNumber:HSIP0005(533);thePrincipalhasaccepted,orisabouttoaccept,theContract,andundertaketoperformtheWorkthereinprovidedforinthemannerandwithinthetimesetforth.NOW,THEREFORE,byexecutingthisContractBond,acombinedPerformanceandPaymentBond,SuretyindemnifiesandholdstheCity,itsofficers,agentsandassignsharmlessfromallclaims,liabilities,causesofaction,damagesandcosts,includingpropertydamagesandpersonalinjuries,resultingfromanydefectappearingordevelopinginthematerialprovidedorworkmanshipperformedundertheContractANDforsuchpaymentsforlabor,equipment,andmaterialsbysatisfyingallclaimsanddemandsincurredundertheContract,andreimbursingandpayingCityallexpensesthatCitymayincurinmakinggoodanydefaultbyPrincipal.FURTHERMORE,thisContractBondshallbesatisfiedandreleasedonlyupontheconditionthatPrincipal:.FaithfullyperformsallprovisionsoftheContractandchangesauthorizedbyCityinthemannerandwithinthetimespecifiedasmaybeextendedundertheContract;.PaysallpersonsinaccordancewithRCW39.08,39.12and60.28includingallworkers,laborers,mechanics,subcontractors,lowertiersubcontractors,materialpersons,andallotherpersonsoragentswhosupplylabor,equipment,ormaterialstotheProject;.Paysalltaxesincurredonsaidcontractundertitle50and51RevisedCodeofWashington(RCW)andalltaxesimposedonthePrincipleunderTitle82RCW;.ReceivesawrittendischargefromCity,signedbytheMayororbyadulyauthorizedrepresentativeofCity.RentonElementarjandMiddleSchoolCrossingsTED4004099ContractBondtoCityofRenton2020
Nochange,extensionoftime,alteration,oradditiontothetermsoftheContractortotheWorktobeperformedundertheContractshallinanywayaffectSurety’sobligationontheContractBond.Suretyherebywaivesnoticeofanychange,extensionoftime,alteration,oradditiontothetermsoftheContractortheWork,withtheexceptionthatSuretyshallbenotifiediftheContracttimeisextendedbymorethantwentypercent(20%).IfanymodificationorchangeincreasesthetotalamounttobepaidundertheContract,Surety’sobligationunderthisContractBondshallautomaticallyincreaseinalikeamount.Anysuchincreaseshallnotexceedtwenty-fivepercent(25%)oftheoriginalamountoftheContractBondwithoutthepriorwrittenconsentofSurety.ThisContractBondshallbegovernedandconstruedbythelawsoftheStateofWashington,andvenueshallbeinKingCounty,Washington.ThisContractBondshallbeexecutedintwo(2)originalcounterparts,andshallbesignedbytheparties’dulyauthorizedofficers.ThisContractBondwillonlybeacceptedifisaccompaniedbyafullyexecutedandoriginalpowerofattorneyfortheofficeexecutingonbehalfoftheSurety.SURETY____________MERCHANTSBONDINGCOMPANY(MUTUAL)[Surety]Jflr\Qucu4JLL(&ejL?A[SignatureofAuthorizedOffldal]MarianneJackson[PrintedName]Attorney-in-Fact[Title]212312021[Date]NameandaddressoflocalofficeofLeaviftGroupNorthwestAgentand/orSuretyCompany:P0Box65770UniversityPlaceWA98464Teleohone:(800)726-8771PRINCIPALj2Mh7/%[Principal]SignatureofAIthorizedOfficial]ML[PrintedName]1Zc;e_,s,-c:%_,[Title]z-2/[Date]RentonElementaryandMiddleSchoolCrossingsTED4004099ContractBondtoCityofRenton2020
(on)2IOOVOd..-Ai•...........::£C6p.:-°•7••*y_e);••:‘?to3o”t•8!qflSSAqOW!uos)1oEreuueiSPOOMVAjSJ>juosejooqioqejoaviAIIEflP!A!PU!‘Tu!oddEpUE8fl4SUOO‘e)feWiqeJeqop(se!uedwo3,,eqpejeoAleArIoelIoou!e]eq)8M01joeeeqjosuo!eJodJoo5ueqqoq‘ONINIGNOS7VNOIIVNS±NVHDd3V’Jpu(jj)ANVdVJODONIGNOSS±NVHDd31B1‘sueseaeseqjiSUOS]8JIVMOU)jA3NNOIIVJON3MOdANVdWODNIUNOI‘NVH:yifI/%J•.%;;c\..$.;...4:..........$;\itIeaJ3eS£C6:cf:£OO.:93ji:••;o‘kieniqejpicepsqUOseuBdwo38L1JOI9SeLpexjjepuepueqAwesouneieqeAeqI‘JOJ8SS8UMupe)jOAeJJOpepueweueeqoiseqUBpej4eUEeoiojIIJU!II!TSS!3M‘Se!UdWO3P!eSAqpenoexe)aN1OuV-dO-d3MOd814JOAdOOpe.uooenies!6U!0680JpueeoqeeqeqAJ!lJeoi’qeieqop‘DNICoNIaNo7VNOIIVNS±NVHDèJaL’NpUE(7Vn±n)ANVdVJODONIGNOSS±NVHDdNJOAJTeJoeSt]euJMwe!II!M‘I(4uewrujsu!s!1.fl84p!IAU!40UseopUO!55!WWOOSMTOUjoUO!1E]!dXa)XJeJONIAnupf,isejidxUO!SS!WWOQALA]:ThJ%oc-rJtAV([f/J19L909LJeqwnNUO!SS!WWOQ‘‘NOSWJA110dUap!S9JdDNI‘DNIQNO87VNOIIVNSLNVHDU3IN(ivniniii)ANYdWODDNINO8SINVHDN3INSJOTO8J!GJospieoeA!oedseJ]!8IITJO1401flAqse!uedwoDeqJojeqeqU!peeesPUepeu6!sSEMUewrn4sU!P!ESeqeqpuBse!Uedwo3OLflJOSI8SeeiodioeqeiTUewnJsU!OU!o6eJoJeq4opexje51B8581j41flpUeONI‘ONIGNOSJVNOI±VNSLNVHDJ3V’JPU(7Vn±nv)ANVdV’JO3NIGNOSS±NVHDd3VJJOluep!seJdS!811flA85P!PWOMSc1npAq5UeqOqM‘UM0UNAIIeUosJadow04]OIieIMienpeieeddeweiojeq‘AJBrnqeJOAepqS!t4TUQ.ssSV1JVGdOAINflOD%%SM44....i?£OO-0-:‘-o,0?:•‘•U,,1141Men]qeJOipS!111P8I85puepeU6IseqoilUewn4su!5!1flp85flDeeqse!uedwoDeq‘JoeJeMsseUl!MUIVMOIdO±V1SUo!1ooAeioUoqEoJ!poweqailoUdSAp(os)AJ!qseA)jon4Ue)JO8MUOWWO3eqJO5AeMq6!JO1UewJdeG-]eUo!ss!wwo3eqOUeA!6ueeqseqUeTU!onsJOeo!oUIUosJedUefl!]MJOUd558IUflpe)oAeJ]OpeIJ!pOWeqTOUUBO1Oed-U!-AeU]O4VeqoUeA!6Aqeieq1!]0qfl8PUBJeModeqeqpee6eSi‘AIU0sAMq6JOUewJedeaXNOflUe)eqjJO]OAJU!sUoe6,qoLfl!MUo!loeUUooUIpUoq]UflsUojs8IqosJOAUeJOAUedWOOieinsSN4eAeeJ40U‘88UO!sSe1!JOIPUJO1OJ1UODeqOeewseIU!J8L4JO4U8WAed6U!NBWUO!TeJOdsUeJ±JOTUeWJedeGeP!]01dJO88Seqo6U!TU8SUOOeqjpoosepnIIJ!UU0!e1JOdSU]±JO4UeWJEdeaeP!]OIdJO8B1SeqAqpe]!flbe]53B]UOOUO!43fl]4SUOO6U!]eeU!6UeUOseew!seIU!J]O/UseOe4Ueo]edpeU!eeJJOeseieieqj]OJS4U8SUOO118PUAU8sepflIOU!0d-U!-AeU]0UV8111OU8A!6AqeeqA!JOqflBpUJeModeqeqpee6e!!‘AIUOUo!TeJodsU!JOTUewJdeGBPPOIdeqJO]OAJU!sUoe6Iqoq!MUo!oeUUooUI;pexJi,IflUBWqOnOq3sepej.JeUB8OJOJeweseqeeqIeqspesnosUOM85UBe]fleU6!5onspUe‘iUdWO381.11JO5UOe6qOdqsieJnsieqoioeOUZ!U6OOe]‘6U!N2JepUflpUoqAUBJOAJeA!IepPUeoqnoexeeq5UZ]OqflejoeieqUo!eo!JflJeDJOAeU]O44VJOJOMOdAUeoUO!SS!W5UBJ4o!UoJToeIeJOeI!w!soeJAqpexjeeqAewAUedWOQeqJO1B85eqjJeoij.JopezJoqneAUeJOeJflTBUO!Seq,,JoeJeqeineelflU!Moje6qoSOU!T!]MeqoPUB1!UwepU!JO5TOJjUO3‘seoUz!U6ooe‘s6UpjejepUnUBspoq‘oeJeq4iUedWO3eqJO‘eeseqqoeePUe‘AUEdWO3eqJOJB1eqUOenoexeoweqezoqnopUe13ed-U!-SieU]OUVU!OddeoAT!J0I1TflEPUeeModeieqIIeqsepseieo!AAUeioMeTeJoeSTUes!ssVAUEJOJJfl5BOJ±4Ues!ssVAUBJO‘JeJflsBeJ±‘AJe1eJOeS‘Uep!seJdeq,,•9IM‘9ieqopUO‘OUI6U!pUOUO!TeNsTUeqoJeLAJJOsJooeJ!JJOPJSOSeqTAqpedopeUB‘ViSVpepuewepUeI!JdVUO(Ienn)AUedwo38U!pUOS4U8qOJeJJOsJOpeJJOPJeOSeqqpedope5M7-iSOU!MOIIOJeqJO1!J01flfleiqpUeJUfleI!w!soeJqpeeesPUBpeU6!ss!U2pelUeJOSfeUJoHV-Jo-JeMods!qJ.MelAqPMOII56U!peeoOJdJO5UO!OIUeU!pe!wJedJOpeJinbeJs6UofeJepUnPUespoq6U!eeUeJefl6JO6U!lflOeXePUeSOEJTUO3JOeoUewJojJedeq6U!eeTUeJenO‘sUosJedJOi4!Iep!Jeq6U!eeUeJen6JO55eU5flqJ!eU!se!UedwoOeqJOJeqeqUO‘JoeJeqJflUeqU!sUewn4sU!UeU!JMeqoPUeSOB4UOO‘s6Uoje.iepUnspUoqIIIUBeOpeIMOU)jOBU8esenoexeopUe(se!)eJnsseeweU6!soOedU!(5)ieUJOflVIflJMIPUeefl4J!eq
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Renton Elementary and Middle School Crossings Fair Practices and Non-Discrimination Policy Declaration
TED4004099 2020
FAIR PRACTICES AND NON-DISCRIMINATION POLICY DECLARATION
I, by signing the Agreement, hereby declare, under penalty of perjury under the laws of
the United States that the following statements are true and correct:
1. That the undersigned person(s), firm, association or corporation affirms and subscribes to
the Fair Practices and Non-discrimination policies set forth by the law and by City of Renton
policy, adopted by Resolution No. 4085.
2. That by signing the signature page of this Agreement, I am deemed to have signed and to
have agreed to the provisions of this declaration.
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City of Renton
Contract Provisions for
Renton Elementary and Middle School Crossings
____________________________________________________________________________
V. REQUIRED CONTRACT PROVISIONS FOR FEDERAL-AID
CONSTRUCTION CONTRACTS
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REQUIREDCONTRACTPROVISIONSFEDERAL-AIDCONSTRUCTIONCONTRACTSFHWA-1273--RevisedMay1,2012I.GeneralII.NondiscriminationIII.NonsegregatedFacilitiesIV.Davis-BaconandRelatedActProvisionsV.ContractWorkHoursandSafetyStandardsActProvisionsVI.SublettingorAssigningtheContractVII.Safety:AccidentPreventionVIII.FalseStatementsConcerningHighwayProjectsIX.ImplementationofCleanAirActandFederalWaterPollutionControlActxCompliancewithGovernmentwideSuspensionandDebarmentRequirementsXI.CertificationRegardingUseofContractFundsforLobbyingATTACHMENTSA.EmploymentandMaterialsPreferenceforAppalachianDevelopmentHighwaySystemorAppalachianLocalAccessRoadContracts(includedinAppalachiancontractsonly)I.GENERALI.FormFHWA-1273mustbephysicallyincorporatedineachconstructioncontractfundedunderTitle23(excludingemergencycontractssolelyintendedfordebrisremoval).Thecontractor(orsubcontractor)mustinsertthisformineachsubcontractandfurtherrequireitsinclusioninalllowertiersubcontracts(excludingpurchaseorders,rentalagreementsandotheragreementsforsuppliesorservices).TheapplicablerequirementsofFormFHWA-1273areincorporatedbyreferenceforworkdoneunderanypurchaseorder,rentalagreementoragreementforotherservices.Theprimecontractorshallberesponsibleforcompliancebyanysubcontractor,lower-tiersubcontractororserviceprovider.FormFHWA-1273mustbeincludedinallFederal-aiddesign-buildcontracts,inallsubcontractsandinlowertiersubcontracts(excludingsubcontractsfordesignservices,purchaseorders,rentalagreementsandotheragreementsforsuppliesorservices).Thedesign-buildershallberesponsibleforcompliancebyanysubcontractor,lower-tiersubcontractororserviceprovider.ContractingagenciesmayreferenceFormFHWA-1273inbidproposalorrequestforproposaldocuments,however,theFormFHWA-1273mustbephysicallyincorporated(notreferenced)inallcontracts,subcontractsandlower-tiersubcontracts(excludingpurchaseorders,rentalagreementsandotheragreementsforsuppliesorservicesrelatedtoaconstructioncontract).2.Subjecttotheapplicabilitycriterianotedinthefollowingsections,thesecontractprovisionsshallapplytoallworkperformedonthecontractbythecontractor’sownorganizationandwith
theassistanceofworkersunderthecontractor’simmediatesuperintendenceandtoallworkperformedonthecontractbypiecework,stationwork,orbysubcontract.3.AbreachofanyofthestipulationscontainedintheseRequiredContractProvisionsmaybesufficientgroundsforwithholdingofprogresspayments,withholdingoffinalpayment,terminationofthecontract,suspensionIdebarmentoranyotheractiondeterminedtobeappropriatebythecontractingagencyandFHWA.4.SelectionofLabor:Duringtheperformanceofthiscontract,thecontractorshallnotuseconvictlaborforanypurposewithinthelimitsofaconstructionprojectonaFederal-aidhighwayunlessitislaborperformedbyconvictswhoareonparole,supervisedrelease,orprobation.ThetermFederal-aidhighwaydoesnotincluderoadwaysfunctionallyclassifiedaslocalroadsorruralminorcollectors.II.NONDISCRIMINATIONTheprovisionsofthissectionrelatedto23CFRPart230areapplicabletoallFederal-aidconstructioncontractsandtoallrelatedconstructionsubcontractsof$10,000ormore.Theprovisionsof23CFRPart230arenotapplicabletomaterialsupply,engineering,orarchitecturalservicecontracts.Inaddition,thecontractorandallsubcontractorsmustcomplywiththefollowingpolicies:ExecutiveOrder11246,41CFR60,29CFR1625-1627,Title23USCSection140,theRehabilitationActofI973,asamended(29USC794),TitleVIoftheCivilRightsActofI964,asamended,andrelatedregulationsincluding49CFRParts21,26and27;and23CFRParts200,230,and633.Thecontractorandallsubcontractorsmustcomplywith:therequirementsoftheEqualOpportunityClausein41CFR60-1.4(b)and,forallconstructioncontractsexceeding$10,000,theStandardFederalEqualEmploymentOpportunityConstructionContractSpecificationsin41CFR60-4.3.Note:TheU.S.DepartmentofLaborhasexclusiveauthoritytodeterminecompliancewithExecutiveOrderII246andthepoliciesoftheSecretaryofLaborincluding41CFR60,and29CFR1625-1627.ThecontractingagencyandtheFHWAhavetheauthorityandtheresponsibilitytoensurecompliancewithTitle23USCSection140,theRehabilitationActof1973,asamended(29USC794),andTitleVIoftheCivilRightsActof1964,asamended,andrelatedregulationsincluding49CFRParts21,26and27;and23CFRParts200,230,and633.Thefollowingprovisionisadoptedfrom23CFR230,AppendixA,withappropriaterevisionstoconformtotheU.S.DepartmentofLabor(USDOL)andFHWArequirements.I.EqualEmploymentOpportunity:Equalemploymentopportunity(EEO)requirementsnottodiscriminateandtotakeaffirmativeactiontoassureequalopportunityassetforthunderlaws,executiveorders,rules,regulations(28CFR35,29CFR1630,29CFR1625-1627,41CFR60and49CFR27)andordersoftheSecretaryofLaborasmodifiedbytheprovisionsprescribedherein,andimposedpursuantto23U.S.C.140shallconstitutetheEEOandspecificaffirmativeactionstandardsforthecontractor’sprojectactivitiesunderthiscontract.TheprovisionsoftheAmericanswithDisabilitiesActof1990(42U.S.C.12101etseq.)setforthunder28CFR35and29CFR1630areincorporatedbyreferenceinthiscontract.Intheexecutionofthis2
contract,thecontractoragreestocomplywiththefollowingminimumspecificrequirementactivitiesofEEO:a.ThecontractorwillworkwiththecontractingagencyandtheFederalGovernmenttoensurethatithasmadeeverygoodfaithefforttoprovideequalopportunitywithrespecttoallofitstermsandconditionsofemploymentandintheirreviewofactivitiesunderthecontract.b.Thecontractorwillacceptasitsoperatingpolicythefollowingstatement:“ItisthepolicyofthisCompanytoassurethatapplicantsareemployed,andthatemployeesaretreatedduringemployment,withoutregardtotheirrace,religion,sex,color,nationalorigin,ageordisability.Suchactionshallinclude:employment,upgrading,demotion,ortransfer;recruitmentorrecruitmentadvertising;layoffortermination;ratesofpayorotherformsofcompensation;andselectionfortraining,includingapprenticeship,pre-apprenticeship,and/oron-the-jobtraining.”2.EEOOfficer:ThecontractorwilldesignateandmakeknowntothecontractingofficersanEEOOfficerwhowillhavetheresponsibilityforandmustbecapableofeffectivelyadministeringandpromotinganactiveEEOprogramandwhomustbeassignedadequateauthorityandresponsibilitytodoso.3.DisseminationofPolicy:Allmembersofthecontractor’sstaffwhoareauthorizedtohire,supervise,promote,anddischargeemployees,orwhorecommendsuchaction,orwhoaresubstantiallyinvolvedinsuchaction,willbemadefullycognizantof,andwillimplement,thecontractor’sEEOpolicyandcontractualresponsibilitiestoprovideEEOineachgradeandclassificationofemployment.Toensurethattheaboveagreementwillbemet,thefollowingactionswillbetakenasaminimum:a.Periodicmeetingsofsupervisoryandpersonnelofficeemployeeswillbeconductedbeforethestartofworkandthennotlessoftenthanonceeverysixmonths,atwhichtimethecontractor’sEEOpolicyanditsimplementationwillbereviewedandexplained.ThemeetingswillbeconductedbytheEEOOfficer.b.AllnewsupervisoryorpersonnelofficeemployeeswillbegivenathoroughindoctrinationbytheEEOOfficer,coveringallmajoraspectsofthecontractor’sEEOobligationswithinthirtydaysfollowingtheirreportingfordutywiththecontractor.c.AllpersonnelwhoareengagedindirectrecruitmentfortheprojectwillbeinstructedbytheEEOOfficerinthecontractor’sproceduresforlocatingandhiringminoritiesandwomen.d.Noticesandposterssettingforththecontractor’sEEOpolicywillbeplacedinareasreadilyaccessibletoemployees,applicantsforemploymentandpotentialemployees.e.Thecontractor’sEEOpolicyandtheprocedurestoimplementsuchpolicywillbebroughttotheattentionofemployeesbymeansofmeetings,employeehandbooks,orotherappropriatemeans.4.Recruitment:Whenadvertisingforemployees,thecontractorwillincludeinalladvertisementsforemployeesthenotation:“AnEqualOpportunityEmployer.”Allsuchadvertisementswillbeplacedinpublicationshavingalargecirculationamongminoritiesandwomenintheareafromwhichtheprojectworkforcewouldnormallybederived.3
a.Thecontractorwill,unlessprecludedbyavalidbargainingagreement,conductsystematicanddirectrecruitmentthroughpublicandprivateemployeereferralsourceslikelytoyieldqualifiedminoritiesandwomen.Tomeetthisrequirement,thecontractorwillidentifysourcesofpotentialminoritygroupemployees,andestablishwithsuchidentifiedsourcesprocedureswherebyminorityandwomenapplicantsmaybereferredtothecontractorforemploymentconsideration.b.Intheeventthecontractorhasavalidbargainingagreementprovidingforexclusivehiringhallreferrals,thecontractorisexpectedtoobservetheprovisionsofthatagreementtotheextentthatthesystemmeetsthecontractor’scompliancewithEEOcontractprovisions.Whereimplementationofsuchanagreementhastheeffectofdiscriminatingagainstminoritiesorwomen,orobligatesthecontractortodothesame,suchimplementationviolatesFederalnondiscriminationprovisions.c.Thecontractorwillencourageitspresentemployeestoreferminoritiesandwomenasapplicantsforemployment.Informationandprocedureswithregardtoreferringsuchapplicantswillbediscussedwithemployees.5.PersonnelActions:Wages,workingconditions,andemployeebenefitsshallbeestablishedandadministered,andpersonnelactionsofeverytype,includinghiring,upgrading,promotion,transfer,demotion,layoff,andtermination,shallbetakenwithoutregardtorace,color,religion,sex,nationalorigin,ageordisability.Thefollowingproceduresshallbefollowed:a.Thecontractorwillconductperiodicinspectionsofprojectsitestoinsurethatworkingconditionsandemployeefacilitiesdonotindicatediscriminatorytreatmentofprojectsitepersonnel.b.Thecontractorwillperiodicallyevaluatethespreadofwagespaidwithineachclassificationtodetermineanyevidenceofdiscriminatorywagepractices.c.Thecontractorwillperiodicallyreviewselectedpersonnelactionsindepthtodeterminewhetherthereisevidenceofdiscrimination.Whereevidenceisfound,thecontractorwillpromptlytakecorrectiveaction.Ifthereviewindicatesthatthediscriminationmayextendbeyondtheactionsreviewed,suchcorrectiveactionshallincludeallaffectedpersons.d.Thecontractorwillpromptlyinvestigateallcomplaintsofallegeddiscriminationmadetothecontractorinconnectionwithitsobligationsunderthiscontract,willattempttoresolvesuchcomplaints,andwilltakeappropriatecorrectiveactionwithinareasonabletime.Iftheinvestigationindicatesthatthediscriminationmayaffectpersonsotherthanthecomplainant,suchcorrectiveactionshallincludesuchotherpersons.Uponcompletionofeachinvestigation,thecontractorwillinformeverycomplainantofalloftheiravenuesofappeal.6.TrainingandPromotion:a.Thecontractorwillassistinlocating,qualifying,andincreasingtheskillsofminoritiesandwomenwhoareapplicantsforemploymentorcurrentemployees.Sucheffortsshouldbeaimedatdevelopingfulljourneylevelstatusemployeesinthetypeoftradeorjobclassificationinvolved.4
b.Consistentwiththecontractor’sworkforcerequirementsandaspermissibleunderFederalandStateregulations,thecontractorshallmakefulluseoftrainingprograms,i.e.,apprenticeship,andon-the-jobtrainingprogramsforthegeographicalareaofcontractperformance.Intheeventaspecialprovisionfortrainingisprovidedunderthiscontract,thissubparagraphwillbesupersededasindicatedinthespecialprovision.Thecontractingagencymayreservetrainingpositionsforpersonswhoreceivewelfareassistanceinaccordancewith23U.S.C.140(a).c.Thecontractorwilladviseemployeesandapplicantsforemploymentofavailabletrainingprogramsandentrancerequirementsforeach.d.Thecontractorwillperiodicallyreviewthetrainingandpromotionpotentialofemployeeswhoareminoritiesandwomenandwillencourageeligibleemployeestoapplyforsuchtrainingandpromotion.7.Unions:Ifthecontractorreliesinwholeorinpartuponunionsasasourceofemployees,thecontractorwillusegoodfaitheffortstoobtainthecooperationofsuchunionstoincreaseopportunitiesforminoritiesandwomen.Actionsbythecontractor,eitherdirectlyorthroughacontractor’sassociationactingasagent,willincludetheproceduressetforthbelow:a.Thecontractorwillusegoodfaitheffortstodevelop,incooperationwiththeunions,jointtrainingprogramsaimedtowardqualifyingmoreminoritiesandwomenformembershipintheunionsandincreasingtheskillsofminoritiesandwomensothattheymayqualifyforhigherpayingemployment.b.ThecontractorwillusegoodfaitheffortstoincorporateanEEOclauseintoeachunionagreementtotheendthatsuchunionwillbecontractuallyboundtoreferapplicantswithoutregardtotheirrace,color,religion,sex,nationalorigin,ageordisability.c.Thecontractoristoobtaininformationastothereferralpracticesandpoliciesofthelaborunionexceptthattotheextentsuchinformationiswithintheexclusivepossessionofthelaborunionandsuchlaborunionrefusestofurnishsuchinformationtothecontractor,thecontractorshallsocertifytothecontractingagencyandshallsetforthwhateffortshavebeenmadetoobtainsuchinformation.d.Intheeventtheunionisunabletoprovidethecontractorwithareasonableflowofreferralswithinthetimelimitsetforthinthecollectivebargainingagreement,thecontractorwill,throughindependentrecruitmentefforts,filltheemploymentvacancieswithoutregardtorace,color,religion,sex,nationalorigin,ageordisability;makingfulleffortstoobtainqualifiedand/orqualifiableminoritiesandwomen.Thefailureofauniontoprovidesufficientreferrals(eventhoughitisobligatedtoprovideexclusivereferralsunderthetermsofacollectivebargainingagreement)doesnotrelievethecontractorfromtherequirementsofthisparagraph.IntheeventtheunionreferralpracticepreventsthecontractorfrommeetingtheobligationspursuanttoExecutiveOrder11246,asamended,andthesespecialprovisions,suchcontractorshallimmediatelynotifythecontractingagency.8.ReasonableAccommodationforApplicantsIEmployeeswithDisabilities:ThecontractormustbefamiliarwiththerequirementsforandcomplywiththeAmericanswithDisabilitiesActandallrulesandregulationsestablishedthereunder.Employersmustprovidereasonableaccommodationinallemploymentactivitiesunlesstodosowouldcauseanunduehardship.5
9.SelectionofSubcontractors,ProcurementofMaterialsandLeasingofEquipment:Thecontractorshallnotdiscriminateonthegroundsofrace,color,religion,sex,nationalorigin,ageordisabilityintheselectionandretentionofsubcontractors,includingprocurementofmaterialsandleasesofequipment.Thecontractorshalltakeallnecessaryandreasonablestepstoensurenondiscriminationintheadministrationofthiscontract.a.ThecontractorshallnotifyallpotentialsubcontractorsandsuppliersandlessorsoftheirEEOobligationsunderthiscontract.b.ThecontractorwillusegoodfaitheffortstoensuresubcontractorcompliancewiththeirEEOobligations.10.AssuranceRequiredby49CFR26.13(b):a.Therequirementsof49CFRPart26andtheStateDOT’sU.S.DOT-approvedDEEprogramareincorporatedbyreference.b.Thecontractororsubcontractorshallnotdiscriminateonthebasisofrace,color,nationalorigin,orsexintheperformanceofthiscontract.Thecontractorshallcarryoutapplicablerequirementsof49CFRPart26intheawardandadministrationofDOT-assistedcontracts.Failurebythecontractortocarryouttheserequirementsisamaterialbreachofthiscontract,whichmayresultintheterminationofthiscontractorsuchotherremedyasthecontractingagencydeemsappropriate.II.RecordsandReports:ThecontractorshallkeepsuchrecordsasnecessarytodocumentcompliancewiththeEEOrequirements.SuchrecordsshallberetainedforaperiodofthreeyearsfollowingthedateofthefinalpaymenttothecontractorforallcontractworkandshallbeavailableatreasonabletimesandplacesforinspectionbyauthorizedrepresentativesofthecontractingagencyandtheFHWA.a.Therecordskeptbythecontractorshalldocumentthefollowing:(1)Thenumberandworkhoursofminorityandnon-minoritygroupmembersandwomenemployedineachworkclassificationontheproject;(2)Theprogressandeffortsbeingmadeincooperationwithunions,whenapplicable,toincreaseemploymentopportunitiesforminoritiesandwomen;and(3)Theprogressandeffortsbeingmadeinlocating,hiring,training,qualifying,andupgradingminoritiesandwomen;b.ThecontractorsandsubcontractorswillsubmitanannualreporttothecontractingagencyeachJulyforthedurationoftheproject,indicatingthenumberofminority,women,andnon-minoritygroupemployeescurrentlyengagedineachworkclassificationrequiredbythecontractwork.ThisinformationistobereportedonFormFHWA-1391.ThestaffingdatashouldrepresenttheprojectworkforceonboardinalloranypartofthelastpayrollperiodprecedingtheendofJuly.11on-the-jobtrainingisbeingrequiredbyspecialprovision,thecontractorwillberequiredtocollectandreporttrainingdata.TheemploymentdatashouldreflecttheworkforceonboardduringalloranypartofthelastpayrollperiodprecedingtheendofJuly.6
III.NONSEGREGATEDFACILITIESThisprovisionisapplicabletoallFederal-aidconstructioncontractsandtoallrelatedconstructionsubcontractsof$10,000ormore.Thecontractormustensurethatfacilitiesprovidedforemployeesareprovidedinsuchamannerthatsegregationonthebasisofrace,color,religion,sex,ornationalorigincannotresult.Thecontractormayneitherrequiresuchsegregatedusebywrittenororalpoliciesnortoleratesuchusebyemployeecustom.Thecontractor’sobligationextendsfurthertoensurethatitsemployeesarenotassignedtoperformtheirservicesatanylocation,underthecontractor’scontrol,wherethefacilitiesaresegregated.Theterm“facilities”includeswaitingrooms,workareas,restaurantsandothereatingareas,timeclocks,restrooms,washrooms,lockerrooms,andotherstorageordressingareas,parkinglots,drinkingfountains,recreationorentertainmentareas,transportation,andhousingprovidedforemployees.Thecontractorshallprovideseparateorsingle-userrestroomsandnecessarydressingorsleepingareastoassureprivacybetweensexes.IV.DAVIS-BACONANDRELATEDACTPROVISIONSThissectionisapplicabletoallFederal-aidconstructionprojectsexceeding$2,000andtoallrelatedsubcontractsandlower-tiersubcontracts(regardlessofsubcontractsize).Therequirementsapplytoallprojectslocatedwithintheright-of-wayofaroadwaythatisfunctionallyclassifiedasFederal-aidhighway.Thisexcludesroadwaysfunctionallyclassifiedaslocalroadsorruralminorcollectors,whichareexempt.Contractingagenciesmayelecttoapplytheserequirementstootherprojects.ThefollowingprovisionsarefromtheU.S.DepartmentofLaborregulationsin29CFR5.5“Contractprovisionsandrelatedmatters”withminorrevisionstoconformtotheFHWA-i273formatandFHWAprogramrequirements.1.Minimumwagesa.Alllaborersandmechanicsemployedorworkinguponthesiteofthework,willbepaidunconditionallyandnotlessoftenthanonceaweek,andwithoutsubsequentdeductionorrebateonanyaccount(exceptsuchpayrolldeductionsasarepermittedbyregulationsissuedbytheSecretaryofLaborundertheCopelandAct(29CFRpart3)),thefullamountofwagesandbonafidefringebenefits(orcashequivalentsthereof)dueattimeofpaymentcomputedatratesnotlessthanthosecontainedinthewagedeterminationoftheSecretaryofLaborwhichisattachedheretoandmadeaparthereof,regardlessofanycontractualrelationshipwhichmaybeallegedtoexistbetweenthecontractorandsuchlaborersandmechanics.ContributionsmadeorcostsreasonablyanticipatedforbonafidefringebenefitsundersectionI(b)(2)oftheDavis-BaconActonbehalfoflaborersormechanicsareconsideredwagespaidtosuchlaborersormechanics,subjecttotheprovisionsofparagraphI.d.ofthissection;also,regularcontributionsmadeorcostsincurredformorethanaweeklyperiod(butnotlessoftenthanquarterly)underplans,funds,orprogramswhichcovertheparticularweeklyperiod,aredeemedtobeconstructivelymadeorincurredduringsuchweeklyperiod.Suchlaborersand7
mechanicsshallbepaidtheappropriatewagerateandfringebenefitsonthewagedeterminationfortheclassificationofworkactuallyperformed,withoutregardtoskill,exceptasprovidedin29CFR5.5(a)(4).Laborersormechanicsperformingworkinmorethanoneclassificationmaybecompensatedattheratespecifiedforeachclassificationforthetimeactuallyworkedtherein:Provided,Thattheemployer’spayrollrecordsaccuratelysetforththetimespentineachclassificationinwhichworkisperformed.Thewagedetermination(includinganyadditionalclassificationandwageratesconformedunderparagraphI.b.ofthissection)andtheDavis-Baconposter(WH—1321)shallbepostedatalltimesbythecontractoranditssubcontractorsatthesiteoftheworkinaprominentandaccessibleplacewhereitcanbeeasilyseenbytheworkers.b.(1)Thecontractingofficershallrequirethatanyclassoflaborersormechanics,includinghelpers,whichisnotlistedinthewagedeterminationandwhichistobeemployedunderthecontractshallbeclassifiedinconformancewiththewagedetermination.Thecontractingofficershallapproveanadditionalclassificationandwagerateandfringebenefitsthereforeonlywhenthefollowingcriteriahavebeenmet:(i)Theworktobeperformedbytheclassificationrequestedisnotperformedbyaclassificationinthewagedetermination;and(ii)Theclassificationisutilizedintheareabytheconstructionindustry;and(iii)Theproposedwagerate,includinganybonafidefringebenefits,bearsareasonablerelationshiptothewageratescontainedinthewagedetermination.(2)Ifthecontractorandthelaborersandmechanicstobeemployedintheclassification(ifknown),ortheirrepresentatives,andthecontractingofficeragreeontheclassificationandwagerate(includingtheamountdesignatedforfringebenefitswhereappropriate),areportoftheactiontakenshallbesentbythecontractingofficertotheAdministratoroftheWageandHourDivision,EmploymentStandardsAdministration,U.S.DepartmentofLabor,Washington,DC20210.TheAdministrator,oranauthorizedrepresentative,willapprove,modify,ordisapproveeveryadditionalclassificationactionwithin30daysofreceiptandsoadvisethecontractingofficerorwillnotifythecontractingofficerwithinthe30-dayperiodthatadditionaltimeisnecessary.(3)Intheeventthecontractor,thelaborersormechanicstobeemployedintheclassificationortheirrepresentatives,andthecontractingofficerdonotagreeontheproposedclassificationandwagerate(includingtheamountdesignatedforfringebenefits,whereappropriate),thecontractingofficershallreferthequestions,includingtheviewsofallinterestedpartiesandtherecommendationofthecontractingofficer,totheWageandHourAdministratorfordetermination.TheWageandHourAdministrator,oranauthorizedrepresentative,willissueadeterminationwithin30daysofreceiptandsoadvisethecontractingofficerorwillnotifythecontractingofficerwithinthe30-dayperiodthatadditionaltimeisnecessary.(4)Thewagerate(includingfringebenefitswhereappropriate)determinedpursuanttoparagraphsI.b.(2)orI.b.(3)ofthissection,shallbepaidtoallworkersperformingworkintheclassificationunderthiscontractfromthefirstdayonwhichworkisperformedintheclassification.8
C.Whenevertheminimumwagerateprescribedinthecontractforaclassoflaborersormechanicsincludesafringebenefitwhichisnotexpressedasanhourlyrate,ihecontractorshalleitherpaythebenefitasstatedinthewagedeterminationorshallpayanotherbonafidefringebenefitoranhourlycashequivalentthereof.d.Ifthecontractordoesnotmakepaymentstoatrusteeorotherthirdperson,thecontractormayconsideraspartofthewagesofanylaborerormechanictheamountofanycostsreasonablyanticipatedinprovidingbonafidefringebenefitsunderaplanorprogram,Provided,ThattheSecretaryofLaborhasfound,uponthewrittenrequestofthecontractor,thattheapplicablestandardsoftheDavis-BaconActhavebeenmet.TheSecretaryofLabormayrequirethecontractortosetasideinaseparateaccountassetsforthemeetingofobligationsundertheplanorprogram.2.WithholdingThecontractingagencyshalluponitsownactionoruponwrittenrequestofanauthorizedrepresentativeoftheDepartmentofLabor,withholdorcausetobewithheldfromthecontractorunderthiscontract,oranyotherFederalcontractwiththesameprimecontractor,oranyotherfederally-assistedcontractsubjecttoDavis-Baconprevailingwagerequirements,whichisheldbythesameprimecontractor,somuchoftheaccruedpaymentsoradvancesasmaybeconsiderednecessarytopaylaborersandmechanics,includingapprentices,trainees,andhelpers,employedbythecontractororanysubcontractorthefullamountofwagesrequiredbythecontract.Intheeventoffailuretopayanylaborerormechanic,includinganyapprentice,trainee,orhelper,employedorworkingonthesiteofthework,allorpartofthewagesrequiredbythecontract,thecontractingagencymay,afterwrittennoticetothecontractor,takesuchactionasmaybenecessarytocausethesuspensionofanyfurtherpayment,advance,orguaranteeoffundsuntilsuchviolationshaveceased.3.Payrollsandbasicrecordsa.Payrollsandbasicrecordsrelatingtheretoshallbemaintainedbythecontractorduringthecourseoftheworkandpreservedforaperiodofthreeyearsthereafterforalllaborersandmechanicsworkingatthesiteofthework.Suchrecordsshallcontainthename,address,andsocialsecuritynumberofeachsuchworker,hisorhercorrectclassification,hourlyratesofwagespaid(includingratesofcontributionsorcostsanticipatedforbonafidefringebenefitsorcashequivalentsthereofofthetypesdescribedinsection1(b)(2)(B)oftheDavis-BaconAct),dailyandweeklynumberofhoursworked,deductionsmadeandactualwagespaid.WhenevertheSecretaryofLaborhasfoundunder29CFR5.5(a)(1)(iv)thatthewagesofanylaborerormechanicincludetheamountofanycostsreasonablyanticipatedinprovidingbenefitsunderaplanorprogramdescribedinsection1(b)(2)(B)oftheDavis-BaconAct,thecontractorshallmaintainrecordswhichshowthatthecommitmenttoprovidesuchbenefitsisenforceable,thattheplanorprogramisfinanciallyresponsible,andthattheplanorprogramhasbeencommunicatedinwritingtothelaborersormechanicsaffected,andrecordswhichshowthecostsanticipatedortheactualcostincurredinprovidingsuchbenefits.Contractorsemployingapprenticesortraineesunderapprovedprogramsshallmaintainwrittenevidenceoftheregistrationofapprenticeshipprogramsandcertificationoftraineeprograms,theregistrationoftheapprenticesandtrainees,andtheratiosandwageratesprescribedintheapplicableprograms.9
b.(1)Thecontractorshallsubmitweeklyforeachweekinwhichanycontractworkisperformedacopyofallpayrollstothecontractingagency.Thepayrollssubmittedshallsetoutaccuratelyandcompletelyalloftheinformationrequiredtobemaintainedunder29CFR5.5(a)(3)(i),exceptthatfullsocialsecuritynumbersandhomeaddressesshallnotbeincludedonweeklytransmittals.Insteadthepayrollsshallonlyneedtoincludeanindividuallyidentifyingnumberforeachemployee(e.g.,thelastfourdigitsoftheemployee’ssocialsecuritynumber).Therequiredweeklypayrollinformationmaybesubmittedinanyformdesired.OptionalFormWH—347isavailableforthispurposefromtheWageandHourDivisionWebsiteathttp://www.dol.gov/esa/whd/forms/wh34finstr.htmoritssuccessorsite.Theprimecontractorisresponsibleforthesubmissionofcopiesofpayrollsbyallsubcontractors.Contractorsandsubcontractorsshallmaintainthefullsocialsecuritynumberandcurrentaddressofeachcoveredworker,andshallprovidethemuponrequesttothecontractingagencyfortransmissiontotheStateDOT,theFHWAortheWageandHourDivisionoftheDepartmentofLaborforpurposesofaninvestigationorauditofcompliancewithprevailingwagerequirements.Itisnotaviolationofthissectionforaprimecontractortorequireasubcontractortoprovideaddressesandsocialsecuritynumberstotheprimecontractorforitsownrecords,withoutweeklysubmissiontothecontractingagency..(2)Eachpayrollsubmittedshallbeaccompaniedbya“StatementofCompliance,”signedbythecontractororsubcontractororhisorheragentwhopaysorsupervisesthepaymentofthepersonsemployedunderthecontractandshallcertifythefollowing:(i)Thatthepayrollforthepayrollperiodcontainstheinformationrequiredtobeprovidedunder§5.5(a)(3)(ii)ofRegulations,29CFRpart5,theappropriateinformationisbeingmaintainedunder§5.5(a)(3)(i)ofRegulations,29CFRpart5,andthatsuchinformationiscorrectandcomplete;(ii)Thateachlaborerormechanic(includingeachhelper,apprentice,andtrainee)employedonthecontractduringthepayrollperiodhasbeenpaidthefullweeklywagesearned,withoutrebate,eitherdirectlyorindirectly,andthatnodeductionshavebeenmadeeitherdirectlyorindirectlyfromthefullwagesearned,otherthanpermissibledeductionsassetforthinRegulations,29CFRpart3;(iii)Thateachlaborerormechanichasbeenpaidnotlessthantheapplicablewageratesandfringebenefitsorcashequivalentsfortheclassificationofworkperformed,asspecifiedintheapplicablewagedeterminationincorporatedintothecontract.(3)TheweeklysubmissionofaproperlyexecutedcertificationsetforthonthereversesideofOptionalFormWH—347shallsatisfytherequirementforsubmissionofthe“StatementofCompliance”requiredbyparagraph3.b.(2)ofthissection.(4)Thefalsificationofanyoftheabovecertificationsmaysubjectthecontractororsubcontractortocivilorcriminalprosecutionundersection1001oftitle18andsection231oftitle31oftheUnitedStatesCode.c.Thecontractororsubcontractorshallmaketherecordsrequiredunderparagraph3.a.ofthissectionavailableforinspection,copying,ortranscriptionbyauthorizedrepresentativesofthecontractingagency,theStateDOT,theFHWA,ortheDepartmentofLabor,andshallpermitsuchrepresentativestointerviewemployeesduringworkinghoursonthejob.Ifthecontractororsubcontractorfailstosubmittherequiredrecordsortomakethemavailable,theFHWAmay,10
afterwrittennoticetothecontractor,thecontractingagencyortheStateDOT,takesuchactionasmaybenecessarytocausethesuspensionofanyfurtherpayment,advance,orguaranteeoffunds.Furthermore,failuretosubmittherequiredrecordsuponrequestortomakesuchrecordsavailablemaybegroundsfordebarmentactionpursuantto29CFR5.12.4.Apprenticesandtraineesa.Apprentices(programsoftheUSDOL).ApprenticeswillbepermittedtoworkatlessthanthepredeterminedratefortheworktheyperformedwhentheyareemployedpursuanttoandindividuallyregisteredinabonafideapprenticeshipprogramregisteredwiththeU.S.DepartmentofLabor,EmploymentandTrainingAdministration,OfficeofApprenticeshipTraining,EmployerandLaborServices,orwithaStateApprenticeshipAgencyrecognizedbytheOffice,orifapersonisemployedinhisorherfirst90daysofprobationaryemploymentasanapprenticeinsuchanapprenticeshipprogram,whoisnotindividuallyregisteredintheprogram,butwhohasbeencertifiedbytheOfficeofApprenticeshipTraining,EmployerandLaborServicesoraStateApprenticeshipAgency(whereappropriate)tobeeligibleforprobationaryemploymentasanapprentice.Theallowableratioofapprenticestojourneymenonthejobsiteinanycraftclassificationshallnotbegreaterthantheratiopermittedtothecontractorastotheentireworkforceundertheregisteredprogram.Anyworkerlistedonapayrollatanapprenticewagerate,whoisnotregisteredorotherwiseemployedasstatedabove,shallbepaidnotlessthantheapplicablewagerateonthewagedeterminationfortheclassificationofworkactuallyperformed.Inaddition,anyapprenticeperformingworkonthejobsiteinexcessoftheratiopermittedundertheregisteredprogramshallbepaidnotlessthantheapplicablewagerateonthewagedeterminationfortheworkactuallyperformed.Whereacontractorisperformingconstructiononaprojectinalocalityotherthanthatinwhichitsprogramisregistered,theratiosandwagerates(expressedinpercentagesofthejourneyman’shourlyrate)specifiedinthecontractor’sorsubcontractor’sregisteredprogramshallbeobserved.Everyapprenticemustbepaidatnotlessthantheratespecifiedintheregisteredprogramfortheapprentice’slevelofprogress,expressedasapercentageofthejourneymenhourlyratespecifiedintheapplicablewagedetermination.Apprenticesshallbepaidfringebenefitsinaccordancewiththeprovisionsoftheapprenticeshipprogram.Iftheapprenticeshipprogramdoesnotspecifyfringebenefits,apprenticesmustbepaidthefullamountoffringebenefitslistedonthewagedeterminationfortheapplicableclassification.IftheAdministratordeterminesthatadifferentpracticeprevailsfortheapplicableapprenticeclassification,fringesshallbepaidinaccordancewiththatdetermination.IntheeventtheOfficeofApprenticeshipTraining,EmployerandLaborServices,oraStateApprenticeshipAgencyrecognizedbytheOffice,withdrawsapprovalofanapprenticeshipprogram,thecontractorwillnolongerbepermittedtoutilizeapprenticesatlessthantheapplicablepredeterminedratefortheworkperformeduntilanacceptableprogramisapproved.b.Trainees(programsoftheUSDOL).Exceptasprovidedin29CFR5.16,traineeswillnotbepermittedtoworkatlessthanthepredeterminedratefortheworkperformedunlesstheyareemployedpursuanttoand11
individuallyregisteredinaprogramwhichhasreceivedpriorapproval,evidencedbyformalcertificationbytheU.S.DepartmentofLabor,EmploymentandTrainingAdministration.TheratiooftraineestojourneymenonthejobsiteshallnotbegreaterthanpermittedundertheplanapprovedbytheEmploymentandTrainingAdministration.Everytraineemustbepaidatnotlessthantheratespecifiedintheapprovedprogramforthetrainee’slevelofprogress,expressedasapercentageofthejourneymanhourlyratespecifiedintheapplicablewagedetermination.Traineesshallbepaidfringebenefitsinaccordancewiththeprovisionsofthetraineeprogram.Ifthetraineeprogramdoesnotmentionfringebenefits,traineesshallbepaidthefullamountoffringebenefitslistedonthewagedeterminationunlesstheAdministratoroftheWageandHourDivisiondeterminesthatthereisanapprenticeshipprogramassociatedwiththecorrespondingjourneymanwagerateonthewagedeterminationwhichprovidesforlessthanfullfringebenefitsforapprentices.AnyemployeelistedonthepayrollatatraineeratewhoisnotregisteredandparticipatinginatrainingplanapprovedbytheEmploymentandTrainingAdministrationshallbepaidnotlessthantheapplicablewagerateonthewagedeterminationfortheclassificationofworkactuallyperformed.Inaddition,anytraineeperformingworkonthejobsiteinexcessoftheratiopermittedundertheregisteredprogramshallbepaidnotlessthantheapplicablewagerateonthewagedeterminationfortheworkactuallyperformed.IntheeventtheEmploymentandTrainingAdministrationwithdrawsapprovalofatrainingprogram,thecontractorwillnolongerbepermittedtoutilizetraineesatlessthantheapplicablepredeterminedratefortheworkperformeduntilanacceptableprogramisapproved.c.Equalemploymentopportunity.Theutilizationofapprentices,traineesandjourneymenunderthispartshallbeinconformitywiththeequalemploymentopportunityrequirementsofExecutiveOrder11246,asamended,and29CFRpart30.d.ApprenticesandTrainees(programsoftheU.S.DOT).ApprenticesandtraineesworkingunderapprenticeshipandskilltrainingprogramswhichhavebeencertifiedbytheSecretaryofTransportationaspromotingEEOinconnectionwithFederal-aidhighwayconstructionprogramsarenotsubjecttotherequirementsofparagraph4ofthisSectionIV.Thestraighttimehourlywageratesforapprenticesandtraineesundersuchprogramswillbeestablishedbytheparticularprograms.Theratioofapprenticesandtraineestojourneymenshallnotbegreaterthanpermittedbythetermsoftheparticularprogram.5.CompliancewithCopelandActrequirements.Thecontractorshallcomplywiththerequirementsof29CFRpart3,whichareincorporatedbyreferenceinthiscontract.6.Subcontracts.ThecontractororsubcontractorshallinsertFormFHWA-1273inanysubcontractsandalsorequirethesubcontractorstoincludeFormFHWA-1273inanylowertiersubcontracts.Theprimecontractorshallberesponsibleforthecompliancebyanysubcontractororlowertiersubcontractorwithallthecontractclausesin29CFR5.5.7.Contracttermination:debarment.Abreachofthecontractclausesin29CFR5.5maybegroundsforterminationofthecontract,andfordebarmentasacontractorandasubcontractorasprovidedin29CFR5.12.12
8.CompliancewithDavis-BaconandRelatedActrequirements.AllrulingsandinterpretationsoftheDavis-BaconandRelatedActscontainedin29CFRpartsI,3,and5arehereinincorporatedbyreferenceinthiscontract.9.Disputesconcerninglaborstandards.Disputesarisingoutofthelaborstandardsprovisionsofthiscontractshallnotbesubjecttothegeneraldisputesclauseofthiscontract.SuchdisputesshallberesolvedinaccordancewiththeproceduresoftheDepartmentofLaborsetforthin29CFRparts5,6,and7.Disputeswithinthemeaningofthisclauseincludedisputesbetweenthecontractor(oranyofitssubcontractors)andthecontractingagency,theU.S.DepartmentofLabor,ortheemployeesortheirrepresentatives.I0.Certificationofeligibility.a.Byenteringintothiscontract,thecontractorcertifiesthatneitherit(norheorshe)noranypersonorfirmwhohasaninterestinthecontractor’sfirmisapersonorfirmineligibletobeawardedGovernmentcontractsbyvirtueofsection3(a)oftheDavis-BaconActor29CFR5.12(a)(1).b.NopartofthiscontractshallbesubcontractedtoanypersonorfirmineligibleforawardofaGovernmentcontractbyvirtueofsection3(a)oftheDavis-BaconActor29CFR5.12(a)(1).c.ThepenaltyformakingfalsestatementsisprescribedintheU.S.CriminalCode,18U.S.C.1001.V.CONTRACTWORKHOURSANDSAFETYSTANDARDSACTThefollowingclausesapplytoanyFederal-aidconstructioncontractinanamountinexcessof$100,000andsubjecttotheovertimeprovisionsoftheContractWorkHoursandSafetyStandardsAct.Theseclausesshallbeinsertedinadditiontotheclausesrequiredby29CFR5.5(a)or29CFR4.6.Asusedinthisparagraph,thetermslaborersandmechanicsincludewatchmenandguards.I.Overtimerequirements.Nocontractororsubcontractorcontractingforanypartofthecontractworkwhichmayrequireorinvolvetheemploymentoflaborersormechanicsshallrequireorpermitanysuchlaborerormechanicinanyworkweekinwhichheorsheisemployedonsuchworktoworkinexcessoffortyhoursinsuchworkweekunlesssuchlaborerormechanicreceivescompensationataratenotlessthanoneandone-halftimesthebasicrateofpayforallhoursworkedinexcessoffortyhoursinsuchworkweek.2.Violation;liabilityforunpaidwages;liquidateddamages.Intheeventofanyviolationoftheclausesetforthinparagraph(1.)ofthissection,thecontractorandanysubcontractorresponsiblethereforshallbeliablefortheunpaidwages.Inaddition,suchcontractorandsubcontractorshallbeliabletotheUnitedStates(inthecaseofworkdoneundercontractfortheDistrictofColumbiaoraterritory,tosuchDistrictortosuchterritory),forliquidateddamages.Suchliquidateddamagesshallbecomputedwithrespecttoeachindividuallaborerormechanic,includingwatchmenandguards,employedinviolationoftheclausesetforthinparagraph(1.)ofthissection,inthesumof$10foreachcalendardayonwhichsuchindividual13
wasrequiredorpermittedtoworkinexcessofthestandardworkweekoffortyhourswithoutpaymentoftheovertimewagesrequiredbytheclausesetforthinparagraph(1.)ofthissection.3.Withholdingforunpaidwagesandliquidateddamages.TheFHWAorthecontactingagencyshalluponitsownactionoruponwrittenrequestofanauthorizedrepresentativeoftheDepartmentofLaborwithholdorcausetobewithheld,fromanymoneyspayableonaccountofworkperformedbythecontractororsubcontractorunderanysuchcontractoranyotherFederalcontractwiththesameprimecontractor,oranyotherfederally-assistedcontractsubjecttotheContractWorkHoursandSafetyStandardsAct,whichisheldbythesameprimecontractor,suchsumsasmaybedeterminedtobenecessarytosatisfyanyliabilitiesofsuchcontractororsubcontractorforunpaidwagesandliquidateddamagesasprovidedintheclausesetforthinparagraph(2.)ofthissection.4.Subcontracts.Thecontractororsubcontractorshallinsertinanysubcontractstheclausessetforthinparagraph(1.)through(4.)ofthissectionandalsoaclauserequiringthesubcontractorstoincludetheseclausesinanylowertiersubcontracts.Theprimecontractorshallberesponsibleforcompliancebyanysubcontractororlowertiersubcontractorwiththeclausessetforthinparagraphs(1.)through(4.)ofthissection.VI.SUBLETTINGORASSIGNINGTHECONTRACTThisprovisionisapplicabletoallFederal-aidconstructioncontractsontheNationalHighwaySystem.I.Thecontractorshallperformwithitsownorganizationcontractworkamountingtonotlessthan30percent(oragreaterpercentageifspecifiedelsewhereinthecontract)ofthetotaloriginalcontractprice,excludinganyspecialtyitemsdesignatedbythecontractingagency.Specialtyitemsmaybeperformedbysubcontractandtheamountofanysuchspecialtyitemsperformedmaybedeductedfromthetotaloriginalcontractpricebeforecomputingtheamountofworkrequiredtobeperformedbythecontractor’sownorganization(23CFR635.116).a.Theterm“performworkwithitsownorganization”referstoworkersemployedorleasedbytheprimecontractor,andequipmentownedorrentedbytheprimecontractor,withorwithoutoperators.Suchtermdoesnotincludeemployeesorequipmentofasubcontractororlowertiersubcontractor,agentsoftheprimecontractor,oranyotherassignees.ThetermmayincludepaymentsforthecostsofhiringleasedemployeesfromanemployeeleasingfirmmeetingallrelevantFederalandStateregulatoryrequirements.Leasedemployeesmayonlybeincludedinthistermiftheprimecontractormeetsallofthefollowingconditions:(1)theprimecontractormaintainscontroloverthesupervisionoftheday-to-dayactivitiesoftheleasedemployees;(2)theprimecontractorremainsresponsibleforthequalityoftheworkoftheleasedemployees;(3)theprimecontractorretainsallpowertoacceptorexcludeindividualemployeesfromworkontheproject;and14
(4)theprimecontractorremainsultimatelyresponsibleforthepaymentofpredeterminedminimumwages,thesubmissionofpayrolls,statementsofcomplianceandallotherFederalregulatoryrequirements.b.“SpecialtyItems”shallbeconstruedtobelimitedtoworkthatrequireshighlyspecializedknowledge,abilities,orequipmentnotordinarilyavailableinthetypeofcontractingorganizationsqualifiedandexpectedtobidorproposeonthecontractasawholeandingeneralaretobelimitedtominorcomponentsoftheoverallcontract.2.Thecontractamountuponwhichtherequirementssetforthinparagraph(1)ofSectionVIiscomputedincludesthecostofmaterialandmanufacturedproductswhicharetobepurchasedorproducedbythecontractorunderthecontractprovisions.3.Thecontractorshallfurnish(a)acompetentsuperintendentorsupervisorwhoisemployedbythefirm,hasfullauthoritytodirectperformanceoftheworkinaccordancewiththecontractrequirements,andisinchargeofallconstructionoperations(regardlessofwhoperformsthework)and(b)suchotherofitsownorganizationalresources(supervision,management,andengineeringservices)asthecontractingofficerdeterminesisnecessarytoassuretheperformanceofthecontract.4.Noportionofthecontractshallbesublet,assignedorotherwisedisposedofexceptwiththewrittenconsentofthecontractingofficer,orauthorizedrepresentative,andsuchconsentwhengivenshallnotbeconstruedtorelievethecontractorofanyresponsibilityforthefulfillmentofthecontract.Writtenconsentwillbegivenonlyafterthecontractingagencyhasassuredthateachsubcontractisevidencedinwritingandthatitcontainsallpertinentprovisionsandrequirementsoftheprimecontract.5.The30%self-performancerequirementofparagraph(1)isnotapplicabletodesign-buildcontracts;however,contractingagenciesmayestablishtheirownself-performancerequirements.VII.SAFETY:ACCIDENTPREVENTIONThisprovisionisapplicabletoallFederal-aidconstructioncontractsandtoallrelatedsubcontracts.I.IntheperformanceofthiscontractthecontractorshallcomplywithallapplicableFederal,State,andlocallawsgoverningsafety,health,andsanitation(23CFR635).Thecontractorshallprovideallsafeguards,safetydevicesandprotectiveequipmentandtakeanyotherneededactionsasitdetermines,orasthecontractingofficermaydetermine,tobereasonablynecessarytoprotectthelifeandhealthofemployeesonthejobandthesafetyofthepublicandtoprotectpropertyinconnectionwiththeperformanceoftheworkcoveredbythecontract.2.Itisaconditionofthiscontract,andshallbemadeaconditionofeachsubcontract,whichthecontractorentersintopursuanttothiscontract,thatthecontractorandanysubcontractorshallnotpermitanyemployee,inperformanceofthecontract,toworkinsurroundingsorunderconditionswhichareunsanitary,hazardousordangeroustohis/herhealthorsafety,asdeterminedunderconstructionsafetyandhealthstandards(29CFRI926)promulgatedbytheSecretaryofLabor,inaccordancewithSection107oftheContractWorkHoursandSafetyStandardsAct(40U.S.C.3704).15
3.Pursuantto29CFR1926.3,itisaconditionofthiscontractthattheSecretaryofLabororauthorizedrepresentativethereof,shallhaverightofentrytoanysiteofcontractperformancetoinspectorinvestigatethemafferofcompliancewiththeconstructionsafetyandhealthstandardsandtocarryoutthedutiesoftheSecretaryunderSection107oftheContractWorkHoursandSafetyStandardsAct(40U.S.C.3704).VIII.FALSESTATEMENTSCONCERNINGHIGHWAYPROJECTSThisprovisionisapplicabletoallFederal-aidconstructioncontractsandtoallrelatedsubcontracts.Inordertoassurehighqualityanddurableconstructioninconformitywithapprovedplansandspecificationsandahighdegreeofreliabilityonstatementsandrepresentationsmadebyengineers,contractors,suppliers,andworkersonFederal-aidhighwayprojects,itisessentialthatallpersonsconcernedwiththeprojectperformtheirfunctionsascarefully,thoroughly,andhonestlyaspossible.Willfulfalsification,distortion,ormisrepresentationwithrespecttoanyfactsrelatedtotheprojectisaviolationofFederallaw.Topreventanymisunderstandingregardingtheseriousnessoftheseandsimilaracts,FormFHWA-1022shallbepostedoneachFederal-aidhighwayproject(23CFR635)inoneormoreplaceswhereitisreadilyavailabletoallpersonsconcernedwiththeproject:18U.S.C.1020readsasfollows:“Whoever,beinganofficer,agent,oremployeeoftheUnitedStates,orofanyStateorTerritory,orwhoever,whetheraperson,association,firm,orcorporation,knowinglymakesanyfalsestatement,falserepresentation,orfalsereportastothecharacter,quality,quantity,orcostofthematerialusedortobeused,orthequantityorqualityoftheworkperformedortobeperformed,orthecostthereofinconnectionwiththesubmissionofplans,maps,specifications,contracts,orcostsofconstructiononanyhighwayorrelatedprojectsubmittedforapprovaltotheSecretaryofTransportation;orWhoeverknowinglymakesanyfalsestatement,falserepresentation,falsereportorfalseclaimwithrespecttothecharacter,quality,quantity,orcostofanyworkperformedortobeperformed,ormaterialsfurnishedortobefurnished,inconnectionwiththeconstructionofanyhighwayorrelatedprojectapprovedbytheSecretaryofTransportation;orWhoeverknowinglymakesanyfalsestatementorfalserepresentationastomaterialfactinanystatement,certificate,orreportsubmittedpursuanttoprovisionsoftheFederal-aidRoadsActapprovedJuly1,1916,(39Stat.355),asamendedandsupplemented;Shallbefinedunderthistitleorimprisonednotmorethan5yearsorboth.”IX.IMPLEMENTATIONOFCLEANAIRACTANDFEDERALWATERPOLLUTIONCONTROLACTThisprovisionisapplicabletoallFederal-aidconstructioncontractsandtoallrelatedsubcontracts.16
Bysubmissionofthisbid/proposatortheexecutionofthiscontract,orsubcontract,asappropriate,thebidder,proposer,Federal-aidconstructioncontractor,orsubcontractor,asappropriate,willbedeemedtohavestipulatedasfollows:I.ThatanypersonwhoisorwillbeutilizedintheperformanceofthiscontractisnotprohibitedfromreceivinganawardduetoaviolationofSection508oftheCleanWaterActorSection306oftheCleanAirAct.2.Thatthecontractoragreestoincludeorcausetobeincludedtherequirementsofparagraph(1)ofthisSectionXineverysubcontract,andfurtheragreestotakesuchactionasthecontractingagencymaydirectasameansofenforcingsuchrequirements.x.CERTIFICATIONREGARDINGDEBARMENT,SUSPENSION,INELIGIBILITYANDVOLUNTARYEXCLUSIONThisprovisionisapplicabletoallFederal-aidconstructioncontracts,design-buildcontracts,subcontracts,lower-tiersubcontracts,purchaseorders,leaseagreements,consultantcontractsoranyothercoveredtransactionrequiringFHWAapprovalorthatisestimatedtocost$25,000ormore—asdefinedin2CFRParts180and1200.1.InstructionsforCertification—FirstTierParticipants:a.Bysigningandsubmittingthisproposal,theprospectivefirsttierparticipantisprovidingthecertificationsetoutbelow.b.Theinabilityofapersontoprovidethecertificationsetoutbelowwillnotnecessarilyresultindenialofparticipationinthiscoveredtransaction.Theprospectivefirsttierparticipantshallsubmitanexplanationofwhyitcannotprovidethecertificationsetoutbelow.Thecertificationorexplanationwillbeconsideredinconnectionwiththedepartmentoragency’sdeterminationwhethertoenterintothistransaction.However,failureoftheprospectivefirsttierparticipanttofurnishacertificationoranexplanationshalldisqualifysuchapersonfromparticipationinthistransaction.c.Thecertificationinthisclauseisamaterialrepresentationoffactuponwhichreliancewasplacedwhenthecontractingagencydeterminedtoenterintothistransaction.Ifitislaterdeterminedthattheprospectiveparticipantknowinglyrenderedanerroneouscertification,inadditiontootherremediesavailabletotheFederalGovernment,thecontractingagencymayterminatethistransactionforcauseofdefault.d.Theprospectivefirsttierparticipantshallprovideimmediatewrittennoticetothecontractingagencytowhomthisproposalissubmittedifanytimetheprospectivefirsttierparticipantlearnsthatitscertificationwaserroneouswhensubmittedorhasbecomeerroneousbyreasonofchangedcircumstances.e.Theterms“coveredtransaction,”“debarred,”“suspended,”“ineligible,”“participant,”“person,”“principal,”and“voluntarilyexcluded,”asusedinthisclause,aredefinedin2CFRPartsI80andI200.“FirstTierCoveredTransactions”referstoanycoveredtransactionbetweenagranteeorsubgranteeofFederalfundsandaparticipant(suchastheprimeor17
generalcontract).“LowerTierCoveredTransactions”referstoanycoveredtransactionunderaFirstTierCoveredTransaction(suchassubcontracts).“FirstTierParticipant”referstotheparticipantwhohasenteredintoacoveredtransactionwithagranteeorsubgranteeofFederalfunds(suchastheprimeorgeneralcontractor).“LowerTierParticipant”refersanyparticipantwhohasenteredintoacoveredtransactionwithaFirstTierParticipantorotherLowerTierParticipants(suchassubcontractorsandsuppliers).f.Theprospectivefirsttierparticipantagreesbysubmittingthisproposalthat,shouldtheproposedcoveredtransactionbeenteredinto,itshallnotknowinglyenterintoanylowertiercoveredtransactionwithapersonwhoisdebarred,suspended,declaredineligible,orvoluntarilyexcludedfromparticipationinthiscoveredtransaction,unlessauthorizedbythedepartmentoragencyenteringintothistransaction.g.Theprospectivefirsttierparticipantfurtheragreesbysubmittingthisproposalthatitwillincludetheclausetitled“CertificationRegardingDebarment,Suspension,IneligibilityandVoluntaryExclusion-LowerTierCoveredTransactions,”providedbythedepartmentorcontractingagency,enteringintothiscoveredtransaction,withoutmodification,inalllowertiercoveredtransactionsandinallsolicitationsforlowertiercoveredtransactionsexceedingthe$25,000threshold.h.Aparticipantinacoveredtransactionmayrelyuponacertificationofaprospectiveparticipantinalowertiercoveredtransactionthatisnotdebarred,suspended,ineligible,orvoluntarilyexcludedfromthecoveredtransaction,unlessitknowsthatthecertificationiserroneous.Aparticipantisresponsibleforensuringthatitsprincipalsarenotsuspended,debarred,orotherwiseineligibletoparticipateincoveredtransactions.Toverifytheeligibilityofitsprincipals,aswellastheeligibilityofanylowertierprospectiveparticipants,eachparticipantmay,butisnotrequiredto,checktheExcludedPartiesListSystemwebsite(https:Hwww.epls.qov/),whichiscompiledbytheGeneralServicesAdministration.i.Nothingcontainedintheforegoingshallbeconstruedtorequiretheestablishmentofasystemofrecordsinordertorenderingoodfaiththecertificationrequiredbythisclause.Theknowledgeandinformationoftheprospectiveparticipantisnotrequiredtoexceedthatwhichisnormallypossessedbyaprudentpersonintheordinarycourseofbusinessdealings.j.Exceptfortransactionsauthorizedunderparagraph(f)oftheseinstructions,ifaparticipantinacoveredtransactionknowinglyentersintoalowertiercoveredtransactionwithapersonwhoissuspended,debarred,ineligible,orvoluntarilyexcludedfromparticipationinthistransaction,inadditiontootherremediesavailabletotheFederalGovernment,thedepartmentoragencymayterminatethistransactionforcauseordefault.*****2.CertificationRegardingDebarment,Suspension,IneligibilityandVoluntaryExclusion—FirstTierParticipants:a.Theprospectivefirsttierparticipantcertifiestothebestofitsknowledgeandbelief,thatitanditsprincipals:(1)Arenotpresentlydebarred,suspended,proposedfordebarment,declaredineligible,orvoluntarilyexcludedfromparticipatingincoveredtransactionsbyanyFederaldepartmentoragency;18
(2)Havenotwithinathree-yearperiodprecedingthisproposalbeenconvictedoforhadaciviljudgmentrenderedagainstthemforcommissionoffraudoracriminaloffenseinconnectionwithobtaining,attemptingtoobtain,orperformingapublic(Federal,Stateorlocal)transactionorcontractunderapublictransaction;violationofFederalorStateantitruststatutesorcommissionofembezzlement,theft,forgery,bribery,falsificationordestructionofrecords,makingfalsestatements,orreceivingstolenproperty;(3)Arenotpresentlyindictedfororotherwisecriminallyorcivillychargedbyagovernmentalentity(Federal,Stateorlocal)withcommissionofanyoftheoffensesenumeratedinparagraph(a)(2)ofthiscertification;and(4)Havenotwithinathree-yearperiodprecedingthisapplication/proposalhadoneormorepublictransactions(Federal,Stateorlocal)terminatedforcauseordefault.b.Wheretheprospectiveparticipantisunabletocertifytoanyofthestatementsinthiscertification,suchprospectiveparticipantshallattachanexplanationtothisproposal.2.InstructionsforCertification-LowerTierParticipants:(Applicabletoallsubcontracts,purchaseordersandotherlowertiertransactionsrequiringpriorFHWAapprovalorestimatedtocost$25,000ormore-2CFRPartsI80andI200)a.Bysigningandsubmittingthisproposal,theprospectivelowertierisprovidingthecertificationsetoutbelow.b.Thecertificationinthisclauseisamaterialrepresentationoffactuponwhichreliancewasplacedwhenthistransactionwasenteredinto.Ifitislaterdeterminedthattheprospectivelowertierparticipantknowinglyrenderedanerroneouscertification,inadditiontootherremediesavailabletotheFederalGovernment,thedepartment,oragencywithwhichthistransactionoriginatedmaypursueavailableremedies,includingsuspensionand/ordebarment.C.Theprospectivelowertierparticipantshallprovideimmediatewrittennoticetothepersontowhichthisproposalissubmittedifatanytimetheprospectivelowertierparticipantlearnsthatitscertificationwaserroneousbyreasonofchangedcircumstances.d.Theterms“coveredtransaction,”“debarred,”“suspended,”“ineligible,”“participant,”“person,”“principal,”and“voluntarilyexcluded,”asusedinthisclause,aredefinedin2CFRPartsI80andI200.Youmaycontactthepersontowhichthisproposalissubmittedforassistanceinobtainingacopyofthoseregulations.“FirstTierCoveredTransactions”referstoanycoveredtransactionbetweenagranteeorsubgranteeofFederalfundsandaparticipant(suchastheprimeorgeneralcontract).“LowerTierCoveredTransactions”referstoanycoveredtransactionunderaFirstTierCoveredTransaction(suchassubcontracts).“FirstTierParticipant”referstotheparticipantwhohasenteredintoacoveredtransactionwithagranteeorsubgranteeofFederalfunds(suchastheprimeorgeneralcontractor).“LowerTierParticipant”refersanyparticipantwhohasenteredintoacoveredtransactionwithaFirstTierParticipantorotherLowerTierParticipants(suchassubcontractorsandsuppliers).e.Theprospectivelowertierparticipantagreesbysubmittingthisproposalthat,shouldtheproposedcoveredtransactionbeenteredinto,itshallnotknowinglyenterintoanylowertiercoveredtransactionwithapersonwhoisdebarred,suspended,declaredineligible,or19
voluntarilyexcludedfromparticipationinthiscoveredtransaction,unlessauthorizedbythedepartmentoragencywithwhichthistransactionoriginated.f.Theprospectivelowertierparticipantfurtheragreesbysubmittingthisproposalthatitwillincludethisclausetitled“CertificationRegardingDebarment,Suspension,IneligibilityandVoluntaryExclusion-LowerTierCoveredTransaction,”withoutmodification,inalllowertiercoveredtransactionsandinallsolicitationsforlowertiercoveredtransactionsexceedingthe$25,000threshold.g.Aparticipantinacoveredtransactionmayrelyuponacertificationofaprospectiveparticipantinalowertiercoveredtransactionthatisnotdebarred,suspended,ineligible,orvoluntarilyexcludedfromthecoveredtransaction,unlessitknowsthatthecertificationiserroneous.Aparticipantisresponsibleforensuringthatitsprincipalsarenotsuspended,debarred,orotherwiseineligibletoparticipateincoveredtransactions.Toverifytheeligibilityofitsprincipals,aswellastheeligibilityofanylowertierprospectiveparticipants,eachparticipantmay,butisnotrequiredto,checktheExcludedPartiesListSystemwebsite(https:llwww.epls.qov/),whichiscompiledbytheGeneralServicesAdministration.h.Nothingcontainedintheforegoingshallbeconstruedtorequireestablishmentofasystemofrecordsinordertorenderingoodfaiththecertificationrequiredbythisclause.Theknowledgeandinformationofparticipantisnotrequiredtoexceedthatwhichisnormallypossessedbyaprudentpersonintheordinarycourseofbusinessdealings.i.Exceptfortransactionsauthorizedunderparagrapheoftheseinstructions,ifaparticipantinacoveredtransactionknowinglyentersintoalowertiercoveredtransactionwithapersonwhoissuspended,debarred,ineligible,orvoluntarilyexcludedfromparticipationinthistransaction,inadditiontootherremediesavailabletotheFederalGovernment,thedepartmentoragencywithwhichthistransactionoriginatedmaypursueavailableremedies,includingsuspensionand/ordebarment.*****CertificationRegardingDebarment,Suspension,IneligibilityandVoluntaryExclusion--LowerTierParticipants:I.Theprospectivelowertierparticipantcertifies,bysubmissionofthisproposal,thatneitheritnoritsprincipalsispresentlydebarred,suspended,proposedfordebarment,declaredineligible,orvoluntarilyexcludedfromparticipatingincoveredtransactionsbyanyFederaldepartmentoragency.2.Wheretheprospectivelowertierparticipantisunabletocertifytoanyofthestatementsinthiscertification,suchprospectiveparticipantshallattachanexplanationtothisproposal.*****20
XI.CERTIFICATIONREGARDINGUSEOFCONTRACTFUNDSFORLOBBYINGThisprovisionisapplicabletoallFederal-aidconstructioncontractsandtoallrelatedsubcontractswhichexceed$100,000(49CFR20).I.Theprospectiveparticipantcertifies,bysigningandsubmittingthisbidorproposal,tothebestofhisorherknowledgeandbelief,that:a.NoFederalappropriatedfundshavebeenpaidorwillbepaid,byoronbehalfoftheundersigned,toanypersonforinfluencingorattemptingtoinfluenceanofficeroremployeeofanyFederalagency,aMemberofCongress,anofficeroremployeeofCongress,oranemployeeofaMemberofCongressinconnectionwiththeawardingofanyFederalcontract,themakingofanyFederalgrant,themakingofanyFederalloan,theenteringintoofanycooperativeagreement,andtheextension,continuation,renewal,amendment,ormodificationofanyFederalcontract,grant,loan,orcooperativeagreement.b.IfanyfundsotherthanFederalappropriatedfundshavebeenpaidorwillbepaidtoanypersonforinfluencingorattemptingtoinfluenceanofficeroremployeeofanyFederalagency,aMemberofCongress,anofficeroremployeeofCongress,oranemployeeofaMemberofCongressinconnectionwiththisFederalcontract,grant,loan,orcooperativeagreement,theundersignedshallcompleteandsubmitStandardForm-LLL,“DisclosureFormtoReportLobbying,”inaccordancewithitsinstructions.2.Thiscertificationisamaterialrepresentationoffactuponwhichreliancewasplacedwhenthistransactionwasmadeorenteredinto.Submissionofthiscertificationisaprerequisiteformakingorenteringintothistransactionimposedby31U.S.C.1352.Anypersonwhofailstofiletherequiredcertificationshallbesubjecttoacivilpenaltyofnotlessthan$10,000andnotmorethan$100,000foreachsuchfailure.3.Theprospectiveparticipantalsoagreesbysubmittingitsbidorproposalthattheparticipantshallrequirethatthelanguageofthiscertificationbeincludedinalllowertiersubcontracts,whichexceed$100,000andthatallsuchrecipientsshallcertifyanddiscloseaccordingly.21
)j]OMO1!S-UOS2OUOp‘eqAwAquoseeio‘s!qoqMjJOMiojoeuooqnsAJOAOU!VU8W3S!q4JOj716flO]1fl.SUO!3O9JOSUO!S!AO]doqopnIoU!Iqs]O43eJ4UO39UO!6O]U!q3eedd01TOTeA!TUSI!JOWO3]flOSO]Ie]OU!W40OSflOLfl]OJOOUO]OJO]dIflT38JTUO3BOP!A0Jd04AOUO6B6U!T3B]UO3oqMOIIB(°)zo9ddDJOSUO!S!AOJUoqjgeAoqe(°1’)qde6eedqnsjosUo!s!AoJdoqj6UpUsqNqOU‘Oe3!4!]JO3OLflAqO]OAO3SUO!T!SOdI!oeoeoqeoqU!op!sOAIIBWJOUOUopOMSUOS]OdAoidwoAw]O}3J1UO3oq‘8T3flJO3S!q}40d!ooo]UOdflSp]030]po1odUOUWJOdS]OTOe]TUOOOL.fl40JdOpWeqIIL1SOTeO!M1JOOLionsSlUeO!IddB40oqj6U!1B3!pU!JOT34UO3OLIT0O13!1!1JO3P]MJ0JWM03!MOSTUOWAOIUW3O9OLfl‘posonboJ]OWflUoqssoo‘JOT3J1UO3oqoSTUB3!Iddqo[po!J!InbAUeJ040]OoqUnS!83!AJeSTUOWAOIdWoeeq‘O3!MOS4UOWAOIUW3o11soqTqM]O4OeJ}UO3OlfiAqiopoqoo6U!oIdeq6U!MoIIoJ)OOMOUOUqj!M‘:11jP0J!flbeJ)JOM4OUO!T3!J!SSI30LflwopodoPO!J!IflblOUO]‘UO!U!dOS!qU!‘OHMSlUeO!Iddeqo[AUoTUowAoIdwo}Ue]6ope]!flbo]jOUS!]O13]1UO3OQ03!/uosTUOWAOIdW3oeAqw!qOJpOJJO4O]S1Ue3!Iddqo[PO!1!IflboUO!1JOp!SUO3II1OA!6iis]Oj3]4UO3OLjJ03!MOS4UeWAOIdWeeisoik1!T0UAITdwOJUiisUed!3Epdeq‘PO!J!POWS!jepjoqofIU!6!]00tflU!JOT3JTUO3OLflAqpefl!wqnsUo!Tw]oU!OLfl‘)]OM13]1UO3OLI140OS]flOO0I1T6U!]flpiOUOqdOIOTAqio6U!T!JMU!03!MOSTUOWAOIUW3O1TSOqiLIT!MpeodeqAewepoqo[eqj•w]ojepoqo[Lfle}eldwo3Oeo!AJO9TUOWAOIdW3OTB9OlfiAqpe!nbeJUO!TeWJOJU!TUeU!JedieqoAUB(p)pUe‘peJ!nbeeqII!MseeAoidwe3flSSTEWESOTUed!3EJBdOlflL1ONMUOeep0q4(o)‘UO!13!J!SSBI3LIeU!P0J!flbe]seeAoidwejoeqwnueq(q)‘)jJOMT3JTUO3OLflwojjedopeJ!nbe]seeAoidweieqoUBso!Ueqoew‘sJeJoqeeqjoSUO!T3!4!SSeI3OLfl(e)6U!TeD!PU!eo!AJOSTUewAoIdw3e}eTeqLIT!Mepoqo[eeoeidIILIS]OT3J1UO3eqj.Moleq(tv)qde6eedqnsU!POP!AOJdseideoxe‘)jJOM13J1UO3eq4UO]OTOB]1UOOOLflAqpeAoidweseeAodwejoeqwnul10eqjolUeDiedOpeeoxeTOUIleLIS(or,)qdei6eiedqnsS!qTJepUflpeAojdwesUosiedlUep!se]U0UJoeqwnueqj5LITpep!AoJd‘135]}U036U!U!e6]eqeA!loeIIooinivioiinsejOLflSeseeAoidweewojio}UeseJdoTUewAoldweejjooJOTOSJTUOOOLflJOUO}e6qOeq}oo)j]OMT35]4UOOOLflJOUo!noexeUe!o!j4eUSensseOAJess030uIOUUOSOdpeoUe!]edxeAIIe!oedsioAJos!AJednsAoidweoJO3]1UO3eqospeeueqeuoseeeqioqeqesAelOUeesejeeqU!6U!p!sejAiJin6eJsUos]edpe!1!Isnbequexeeqjoj:Tdeoxecpeen!sS!N]OMjOS]1U038LflU!eeqMOLfl40se!UnooUe!qOeIeddVOLflio‘Uo6e]qnseq4io‘peens!‘iJOMTD5JUO3eqU!eeqMloGLI1Aqpe}eU6sepsesejeoqsOLflU!OP!5e]AiJsin6eJOMsUos]edpe!penboeoUe]e4e]deA!6IleLIS‘poive1!s-Uo55OUO‘eqAewicqsuosseJo‘!LI3!LIM)j]OMOJ046UpsiepUnJO1OSJTUOOLfl‘T3BJ}U03!LIJOeoUswJopedLfl6U!JflG996L1°TVUewdoIeAeGeUo!6edUs!qosIsddVeq]5UflpepnsjoeloJdp!-IepedIIOeqs3ddes!UO!s!AOJdS!L11SIOVNINO3avoSS3O3V7V301NVIH3V7VddVNOVU3ISASAVMHOIHIN]LAIdO7]A3NVIH3V1VddVNOl]3N3N3I3NdSTVIN3IVINaNyIN3INAOTdIAI3-VIN3INHDVUV
AMENDMENTREQUIREDCONTRACTPROVISIONS(ExclusiveofAppalachianContracts)FEDERAL-AIDCONSTRUCTIONCONTRACTSTheFederal—Aidprovisionsaresupplementedwiththefollowing:XII.CargoPreferenceActI.U.S.DepartmentofTransportationFederalHighwayAdministrationmemorandumdatedDecember11,2015requiresthatallfederal-aidhighwayprogramsawardedafterFebruary15,2016mustcomplywiththeCargoPreferenceActanditsregulationof46CFR381.7(a)-(b).AmendmenttoFormFHWA1273RevisedJanuary25,2016
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City of Renton
Contract Provisions for
Renton Elementary and Middle School Crossings
____________________________________________________________________________
VI. SPECIAL PROVISIONS
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Table of Contents
INTRODUCTION TO THE SPECIAL PROVISIONS ........................................................................................ SP-1
1-01 DEFINITIONS AND TERMS ....................................................................................................... SP-2
1-01.3 Definitions ........................................................................................................................... SP-2
1-02 BID PROCEDURES AND CONDITIONS ...................................................................................... SP-4
1-02.1 Prequalification of Bidders .................................................................................................. SP-4
1-02.1 Qualifications of Bidder........................................................................................................ SP-4
1-02.2 Plans and Specifications ...................................................................................................... SP-4
1-02.4 Examination of Plans, Specifications and Site of Work ....................................................... SP-5
1-02.4(2) Subsurface Information ............................................................................................... SP-5
1-02.6 Preparation of Proposal ...................................................................................................... SP-5
1-02.6(1) Recycled Materials Proposal (New Section) ......................................................... SP-6
1-02.7 Bid Deposit ...................................................................................................................... SP-7
1-02.9 Delivery of Proposal ............................................................................................................ SP-7
1-02.10 Withdrawing, Revising, or Supplementing Proposal ....................................................... SP-8
1-02.13 Irregular Proposals ........................................................................................................... SP-8
1-02.14 Disqualification of Bidders ............................................................................................ SP-10
1-02.15 Pre-Award Information .................................................................................................. SP-10
1-03 AWARD AND EXECUTION OF CONTRACT .............................................................................. SP-11
1-03.1 Consideration of Bids ......................................................................................................... SP-11
1-03.1(1) Identical Bid Totals ..................................................................................................... SP-11
1-03.3 Execution of Contract ........................................................................................................ SP-11
1-03.4 Contract Bond ................................................................................................................... SP-12
1-03.7 Judicial Review .................................................................................................................. SP-13
1-04 SCOPE OF THE WORK ............................................................................................................ SP-13
1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda
SP-13
1-05 CONTROL OF WORK .............................................................................................................. SP-13
1-05.4 Conformity with And Deviations from Plans and Stakes .................................................. SP-13
Supplement this section with the following: ......................................................................................... SP-17
1-05.11 Final Inspection ............................................................................................................. SP-18
1-05.11 Final Inspections and Operational Testing ..................................................................... SP-18
1-05.11(1) Substantial Completion Date ................................................................................. SP-18
1-05.11(2) Final Inspection and Physical Completion Date ..................................................... SP-18
1-05.11(3) Operational Testing ................................................................................................ SP-19
1-05.16 Water and Power ........................................................................................................... SP-19
1-05.13 Superintendents, Labor and Equipment of Contractor ..................................................... SP-20
1-05.18 Record Drawings (New Section) ........................................................................ SP-20
1-06 CONTROL OF MATERIAL ........................................................................................................ SP-21
1-06.1(2)A Buy America ................................................................................................................. SP-22
1-06.6 Recycled Materials ............................................................................................................ SP-23
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ...................................................... SP-23
1-07.1 Laws to be Observed ......................................................................................................... SP-23
1-07.2 State Taxes ........................................................................................................................ SP-24
1-07.2 State Sales Tax .................................................................................................................... SP-24
1-07.2(1) State Sales Tax — Rule 171 ........................................................................................ SP-24
1-07.2(2) State Sales Tax — Rule 170 ........................................................................................ SP-25
1-07.2(3) Services ...................................................................................................................... SP-25
1-07.4 Sanitation .......................................................................................................................... SP-25
1-07.4(2) Health Hazards ........................................................................................................... SP-25
1-07.4(3) Measurement (New Section).................................................................. SP-26
1-07.4(4) Payment (New Section) ........................................................................... SP-26
1-07.5 Environmental Regulations ............................................................................................... SP-26
1-07.6 Permits and Licenses ......................................................................................................... SP-27
1-07.7 Load Limits ....................................................................................................................... SP-27
1-07.9 Wages ................................................................................................................................ SP-27
1-07.9(1) General ....................................................................................................................... SP-27
1-07.9(5) Required Documents ................................................................................................. SP-27
1-07.11 Requirements for Nondiscrimination ................................................................................... SP-28
1-07.12 Federal Agency Inspection ............................................................................................ SP-50
1-07.17 Utilities and Similar Facilities ........................................................................................ SP-50
1-07.23 Public Convenience and Safety ..................................................................................... SP-55
1-07.23(1) Construction Under Traffic..................................................................................... SP-55
1-07.24 Rights of Way ................................................................................................................ SP-59
1-07.28 Notifications to Public Relative to Contractor’s Activities (New Section) ................. SP-60
1-08 PROSECUTION AND PROGRESS ............................................................................................. SP-60
1-08.0 Preliminary Matters (New Section) ....................................................................... SP-60
1-08.0(1) Preconstruction Conference (New Section) .................................................... SP-60
1-08.0(2) Hours of Work (New Section) ...................................................................... SP-61
1-08.1 Subcontracting .................................................................................................................. SP-62
1-08.3 Progress Schedule ............................................................................................................. SP-62
1-08.4 Prosecution of Work ......................................................................................................... SP-63
1-08.4 Notice to Proceed and Prosecution of Work ..................................................................... SP-63
1-08.5 Time for Completion ......................................................................................................... SP-63
1-08.6 Suspension of Work .......................................................................................................... SP-64
1-08.9 Liquidated Damages .......................................................................................................... SP-65
1-09.2(5) Measurement ............................................................................................................. SP-65
1-09.6 Force Account ................................................................................................................... SP-65
1-09.8 Payment for Material on Hand ......................................................................................... SP-66
1-09.9 Payments ........................................................................................................................... SP-66
1-09.9(1) Retainage ................................................................................................................... SP-67
1-09.11(3) Time Limitation and Jurisdiction ............................................................................ SP-67
1-09.13 Claims Resolution ................................................................................................................. SP-67
1-09.13(3) Claims $250,000 or Less ......................................................................................... SP-67
1-09.13(3)A Administration of Arbitration ................................................................................ SP-68
1-10 TEMPORARY TRAFFIC CONTROL ............................................................................................... SP-68
1-10.1 General .............................................................................................................................. SP-68
1-10.2 Traffic Control Management ............................................................................................. SP-68
1-10.2(1) General ....................................................................................................................... SP-68
1-10.2(2) Traffic Control Plans ................................................................................................... SP-69
1-10.2(3) Conformance to Established Standards ..................................................................... SP-69
1-10.3(1)B Other Traffic Control Labor ....................................................................................... SP-70
2-02.3 CONSTRUCTION REQUIREMENTS ...................................................................................... SP-71
2-02.3(4) REMOVE DETECTABLE WARNING SURFACE (Addendum No. 3) ...................... SP-71
2-02.3(4) REMOVE, STORE, AND RESET FENCE (Addendum No. 3) ................................ SP-71
2-02.3(5) REMOVE, STORE, AND RESET MAILBOX ....................................................................... SP-71
2-02.4 VACANT .............................................................................................................................. SP-71
2-02.4 MEASUREMENT ................................................................................................................ SP-71
2-02.5 PAYMENT ....................................................................................................................... SP-72
3-01 PRODUCTION FROM QUARRY AND PIT SITES ............................................................................ SP-73
3-01.2 Material Sources, General Requirement ........................................................................... SP-73
3-01.2(1) Approval of Source ......................................................................................................... SP-73
4-04 BALLAST AND CRUSHED SURFACING ..................................................................................... SP-74
4-04.4 Measurement ..................................................................................................................... SP-74
4-04.5 Payment ............................................................................................................................. SP-74
5-03 VACANT ...................................................................................................................................... SP-75
5-03 STAMPED HOT MIX ASPHALT ..................................................................................................... SP-75
5-03.1 Description ......................................................................................................................... SP-75
5-03.2 Materials ............................................................................................................................ SP-75
5-03.3 Construction Requirements ............................................................................................... SP-75
5-03.4 Measurement ..................................................................................................................... SP-75
SP-5-03.5 Payment ......................................................................................................................... SP-75
5-04 HOT MIX ASPHALT...................................................................................................................... SP-75
5-04.1 Description ............................................................................................................................. SP-76
5-04.2 Materials ................................................................................................................................ SP-76
5-04.2(1) How to Get an HMA Mix Design on the QPL ................................................................. SP-77
5-04.2(1)A Vacant ......................................................................................................................... SP-77
5-04.2(2) Mix Design – Obtaining Project Approval ...................................................................... SP-77
5-04.2(2)B Using Warm Mix Asphalt Processes ............................................................................ SP-79
5-04.3 Construction Requirements ................................................................................................... SP-79
5-04.3(1) Weather Limitations ...................................................................................................... SP-79
5-04.3(2) Paving Under Traffic ...................................................................................................... SP-79
5-04.3(3) Equipment ..................................................................................................................... SP-80
5-04.3(3)A Mixing Plant ................................................................................................................ SP-80
5-04.3(3)B Hauling Equipment ...................................................................................................... SP-81
5-04.3(3)C Pavers .......................................................................................................................... SP-81
5-04.3(3)DMaterial Transfer Device or Material Transfer Vehicle ................................................ SP-82
5-04.3(3)E Rollers .......................................................................................................................... SP-83
5-04.3(4) Preparation of Existing Paved Surfaces ......................................................................... SP-83
5-04.3(4)A Crack Sealing ............................................................................................................... SP-84
5-04.3(4)A1 General ...................................................................................................................... SP-84
5-04.3(4)A2 Crack Sealing Areas Prior to Paving ........................................................................... SP-85
5-04.3(4)A3 Crack Sealing Areas Not to be Paved ........................................................................ SP-85
5-04.3(4)B Vacant .......................................................................................................................... SP-85
5-04.3(4)C Pavement Repair ......................................................................................................... SP-85
5-04.3(5) Producing/Stockpiling Aggregates and RAP .................................................................. SP-86
5-04.3(5)A Vacant ......................................................................................................................... SP-86
5-04.3(6) Mixing ............................................................................................................................ SP-86
5-04.3(7) Spreading and Finishing................................................................................................. SP-87
5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA.................................................. SP-87
5-04.3(9) HMA Mixture Acceptance ............................................................................................. SP-87
5-04.3(9)A Vacant ......................................................................................................................... SP-88
5-04.3(9)B Vacant .......................................................................................................................... SP-88
5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation ........................................................ SP-89
5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots ............................................... SP-89
5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling ............................................................. SP-89
5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing .......................................... SP-89
5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors ....................................................... SP-90
5-04.3(9)C5 Vacant ........................................................................................................................ SP-90
5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments ............................................ SP-90
5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests .............................................................. SP-91
5-04.3 (9)D Mixture Acceptance – Commercial Evaluation .......................................................... SP-91
5-04.3(10) HMA Compaction Acceptance ..................................................................................... SP-91
5-04.3(10)A HMA Compaction – General Compaction Requirements ......................................... SP-93
5-04.3(10)B HMA Compaction – Cyclic Density ............................................................................ SP-93
5-04.3(10)C Vacant ........................................................................................................................ SP-93
5-04.3(10)D HMA Nonstatistical Compaction ............................................................................... SP-93
5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots .............................................. SP-93
5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing ........................ SP-94
5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments ............................................ SP-94
5-04.3(11) Reject Work ................................................................................................................. SP-94
5-04.3(11)A Reject Work General ................................................................................................. SP-94
5-04.3(11)B Rejection by Contractor ............................................................................................ SP-95
5-04.3(11)C Rejection Without Testing (Mixture or Compaction) ................................................ SP-95
5-04.3(11)D Rejection - A Partial Sublot ....................................................................................... SP-95
5-04.3(11)E Rejection - An Entire Sublot ...................................................................................... SP-95
5-04.3(11)F Rejection - A Lot in Progress ...................................................................................... SP-95
5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) .................................................. SP-96
5-04.3(12) Joints ............................................................................................................................ SP-96
5-04.3(12)A HMA Joints ................................................................................................................ SP-96
5-04.3(12)A1 Transverse Joints ..................................................................................................... SP-96
5-04.3(12)A2 Longitudinal Joints .................................................................................................. SP-96
SP-5-04.3(12)B Bridge Paving Joint Seals ...................................................................................... SP-97
5-04.3(12)B1 HMA Sawcut and Seal ............................................................................................. SP-97
SP-5-04.3(12)B2 Paved Panel Joint Seal ........................................................................................ SP-97
5-04.3(13) Surface Smoothness .................................................................................................... SP-97
5-04.3(14) Planing (Milling) Bituminous Pavement ...................................................................... SP-98
5-04.3(14)A Pre-Planing Metal Detection Check .......................................................................... SP-99
5-04.3(14)B Paving and Planing Under Traffic .............................................................................. SP-99
5-04.3(14)B1 General .................................................................................................................. SP-100
5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan .................................................. SP-100
5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing ...................................................................... SP-101
5-04.3(15) Sealing Pavement Surfaces ........................................................................................ SP-103
5-04.3(16) HMA Road Approaches ............................................................................................. SP-103
5-04.3(17) Construction Joint Sealing ................................................................................... SP-103
5-04.3(18) Incidental Uses for HMA ..................................................................................... SP-103
5-04.3(19) Edge of Pavement Alignment .............................................................................. SP-103
5-04.3(20) Adjusting Utility Covers and Monument Cases to Final Grade ........................... SP-103
5-04.3(21) Temporary Pavement Marking ........................................................................... SP-104
5-04.4 Measurement .................................................................................................................. SP-104
5-04.5 Payment ............................................................................................................................... SP-105
8-02 ROADSIDE RESTORATION ............................................................................................................ SP-108
SP-8-02.4 Measurement .................................................................................................................. SP-108
8-02.5 Payment ................................................................................................................................ SP-108
8-14 CEMENT CONCRETE SIDEWALKS ................................................................................................. SP-108
8-14.3 Construction Requirements .................................................................................................. SP-108
8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND
ELECTRICAL........................................................................................................................................... SP-108
8-20.1 Description ....................................................................................................................... SP-108
SP-8-20.1(1) Regulations and Codes ......................................................................................... SP-109
8-20.1(2) Industry Codes and Standards ................................................................................. SP-110
8-20.1(3) Permitting and Inspections ...................................................................................... SP-110
8-20.1(4) Restrictions on the Schedule of Work...................................................................... SP-111
8-20.1(5) Traffic Control during Construction ......................................................................... SP-111
8-20.1(6) Errors and Omissions ............................................................................................... SP-111
8-20.2 Materials ......................................................................................................................... SP-111
8-20.2(1) Equipment List and Drawings .................................................................................. SP-112
8-20.3 Construction Requirements ............................................................................................ SP-112
8-20.3(1)A Illumination Requirements During Construction ................................................. SP-113
8-20.3(2) Excavating and Backfilling ........................................................................................ SP-113
8-20.3(4) Foundations ............................................................................................................. SP-114
8-20.3(5) Conduit ..................................................................................................................... SP-115
8-20.5(5)A General ................................................................................................................. SP-115
8-20.3(5)B Conduit Type ........................................................................................................ SP-115
8-20.3(5)F Damaged or Blocked Conduits ............................................................................. SP-116
8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes .......................................................... SP-116
8-20.3(8) Wiring ....................................................................................................................... SP-117
8-20.3(9) Bonding, Grounding ................................................................................................. SP-118
8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets ...... SP-118
8-20.3(14)H Pedestrian Push Button Assembly ....................................................................... SP-120
8-20.3(15) Grout .................................................................................................................... SP-120
8-20.3(17) As-Built Plans ........................................................................................................ SP-121
8-20.4 Measurement .............................................................................................................. SP-121
8-20.5 Payment .......................................................................................................................... SP-122
8-21 PERMANENT SIGNING .............................................................................................................. SP-122
8-21.2 Materials (Addendum No. 3)...................................................................................... SP-122
8-21.3 Construction Requirements ............................................................................................. SP-123
8-22 PAVEMENT MARKING .............................................................................................................. SP-124
8-22.3 Construction Requirements .................................................................................................. SP-124
8-22.3(6) Removing Pavement Markings ..................................................................................... SP-124
8-22.3(7) Painted Curb ................................................................................................................. SP-124
8-22.4 Measurement ....................................................................................................................... SP-125
8-22.5 Payment ................................................................................................................................ SP-125
9-14 EROSION CONTROL AND ROADSIDE PLANTING .......................................................................... SP-126
9-14.1 Materials Submittals and Acceptance .................................................................................. SP-126
9-14.2(1) Topsoil Type A - Imported ............................................................................................ SP-127
9-14.3 Seed ...................................................................................................................................... SP-128
9-14.3(1) Seed Mix #1 (Non-Irrigated Lawn Seed Mix) ................................................................ SP-128
9.29 ILLUMINATION, SIGNAL, ELECTRICAL ...................................................................................... SP-128
9-29.1 Conduit, Innerduct, and Outerduct .................................................................................... SP-128
9-29.1(12) Conduit Sealing ........................................................................................................... SP-129
9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes .................................................................. SP-129
9-29.2(1)A Standard Duty Junction Boxes ................................................................................... SP-129
9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable ....................................................... SP-130
9-29.3(2) Electrical Conductors and Cable ....................................................................................... SP-130
9-29.6 Light and Signal Standards .............................................................................................. SP-130
9-29.6(1) Steel Light and Signal Standards ...................................................................................... SP-130
9-29.19 Pedestrian Push Buttons ..................................................................................................... SP-130
9-29.22 Vacant ................................................................................................................................. SP-130
9-29.22 Rectangular Rapid Flash Beacon (RRFB) System ................................................................ SP-131
9-29.22.1 RRFB System Component List .......................................................................................... SP-131
9-29.23 Vacant ................................................................................................................................ SP-132
9-29.23 Detectable Pull Tape .......................................................................................................... SP-132
9-29.24(2) Electrical Circuit Breakers and Contactors ............................................................... SP-132
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP-1 2020
INTRODUCTION TO THE SPECIAL PROVISIONS
(August 14, 2013 APWA GSP)
The work on this project shall be accomplished in accordance with the Standard Specifications for Road,
Bridge and Municipal Construction, 2020 edition, as issued by the Washington State Department of
Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter
(hereafter “Standard Specifications”). The Standard Specifications, as modified or supplemented by the
Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of
the Contract Documents, shall govern all of the Work.
These Special Provisions are made up of both General Special Provisions (GSPs) from various sources,
which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either
supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The
deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications
is meant to pertain only to that particular portion of the section, and in no way should it be interpreted
that the balance of the section does not apply.
The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers
of each GSP, with the effective date of the GSP and its source. For example:
(March 8, 2013 APWA GSP)
(April 1, 2013 WSDOT GSP)
(******) Project Specification Special Provision added by City of Renton
Also incorporated into the Contract Documents by reference are:
• Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition,
with Washington State modifications, if any
• Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition
• *** Standard Plans for the City of Renton, City of Renton Public Works Department, current
edition
• Public Rights of Way Accessibility Guidelines (PROWAG), current edition ***
Contractor shall obtain copies of these publications, at Contractor’s own expense.
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP-2 2020
DIVISION 1 – GENERAL REQUIREMENTS
DESCRIPTION OF WORK
(March 13, 1995 WSDOT GSP)
This Contract provides improvements at three Renton school pedestrian crossings by installing rectangular
rapid flashing beacons (RRFBs). These crossings are Maplewood Heights Elementary School, Sierra Heights
Elementary School, and McKnight Middle School. The work shall include but is not limited to excavation,
pavement removal, RRFBs with accessible push buttons, signage, pavement markings, pedestrian refuge
island, bulb outs, sidewalk widening, ADA/curb ramps improvements, drainage improvement, and
visibility improvements. All work shall be performed in accordance with the attached Contract Plans, these
Special Provisions and the Standard Specifications.
1-01 DEFINITIONS AND TERMS
1-01.3 Definitions
(January 4, 2016 APWA GSP)
Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the
following:
Dates
Bid Opening Date
The date on which the Contracting Agency publicly opens and reads the Bids.
Award Date
The date of the formal decision of the Contracting Agency to accept the lowest responsible and
responsive Bidder for the Work.
Contract Execution Date
The date the Contracting Agency officially binds the Agency to the Contract.
Notice to Proceed Date
The date stated in the Notice to Proceed on which the Contract time begins.
Substantial Completion Date
The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit
of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions
will be rare and brief, and only minor incidental work, replacement of temporary substitute
facilities, plant establishment periods, or correction or repair remains for the Physical Completion
of the total Contract.
Physical Completion Date
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP-3 2020
The day all of the Work is physically completed on the project. All documentation required by the
Contract and required by law does not necessarily need to be furnished by the Contractor by this
date.
Completion Date
The day all the Work specified in the Contract is completed and all the obligations of the
Contractor under the contract are fulfilled by the Contractor. All documentation required by the
Contract and required by law must be furnished by the Contractor before establishment of this
date.
Final Acceptance Date
The date on which the Contracting Agency accepts the Work as complete.
Supplement this Section with the following:
All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to
the terms “Department of Transportation”, “Washington State Transportation Commission”,
“Commission”, “Secretary of Transportation”, “Secretary”, “Headquarters”, and “State Treasurer”
shall be revised to read “Contracting Agency”.
All references to the terms “State” or “state” shall be revised to read “Contracting Agency” unless the
reference is to an administrative agency of the State of Washington, a State statute or regulation, or
the context reasonably indicates otherwise.
All references to “State Materials Laboratory” shall be revised to read “Contracting Agency designated
location”.
All references to “final contract voucher certification” shall be interpreted to mean the Contracting
Agency form(s) by which final payment is authorized, and final completion and acceptance granted.
Additive
A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which
may, at the discretion of the Contracting Agency, be awarded in addition to the base bid.
Alternate
One of two or more units of work or groups of bid items, identified separately in the Bid Proposal,
from which the Contracting Agency may make a choice between different methods or material of
construction for performing the same work.
Business Day
A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5.
Contract Bond
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP-4 2020
The definition in the Standard Specifications for “Contract Bond” applies to whatever bond form(s)
are required by the Contract Documents, which may be a combination of a Payment Bond and a
Performance Bond.
Contract Documents
See definition for “Contract”.
Contract Time
The period of time established by the terms and conditions of the Contract within which the Work
must be physically completed.
Notice of Award
The written notice from the Contracting Agency to the successful Bidder signifying the Contracting
Agency’s acceptance of the Bid Proposal.
Notice to Proceed
The written notice from the Contracting Agency or Engineer to the Contractor authorizing and
directing the Contractor to proceed with the Work and establishing the date on which the Contract
time begins.
Traffic
Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian
traffic.
1-02 BID PROCEDURES AND CONDITIONS
1-02.1 Prequalification of Bidders
Delete this section and replace it with the following:
1-02.1 Qualifications of Bidder
(January 24, 2011 APWA GSP)
Before award of a public works contract, a bidder must meet at least the minimum qualifications of
RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works
project.
1-02.2 Plans and Specifications
(June 27, 2011 APWA GSP)
Delete this section and replace it with the following:
Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids
(Advertisement for Bids) for the work.
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP-5 2020
After award of the contract, plans and specifications will be issued to the Contractor at no cost as
detailed below:
To Prime Contractor No. of Sets Basis of Distribution
Reduced plans (11" x 17") 3 Furnished automatically upon
award.
Contract Provisions 3 Furnished automatically upon
award.
Large plans (e.g., 22" x 34") N/A Furnished only upon request.
Additional plans and Contract Provisions may be obtained by the Contractor from the source stated
in the Call for Bids, at the Contractor’s own expense.
1-02.4 Examination of Plans, Specifications and Site of Work
1-02.4(2) Subsurface Information
(March 8, 2013 APWA GSP)
The second sentence in the first paragraph is revised to read:
The Summary of Geotechnical Conditions and the boring logs, if and when included as an appendix to
the Special Provisions, shall be considered as part of the Contract.
1-02.6 Preparation of Proposal
(May 28, 2020 APWA GSP)
Supplement this section with the following:
The Bidder shall submit with the Bid a completed Underutilized Disadvantaged Business Enterprise
(UDBE) Utilization Certification, when required by the Special Provisions. For each and every UDBE
firm listed on the Bidder’s completed Underutilized Disadvantaged Business Enterprise Utilization
Certification, the Bidder shall submit written confirmation from that UDBE firm that the UDBE is in
agreement with the UDBE participation commitment that the Bidder has made in the Bidder’s
completed Underutilized Disadvantaged Business Enterprise Utilization Certification.
WSDOT Form 422 031U (Underutilized Disadvantaged Business Enterprise Written Confirmation
Document) is to be used for this purpose. Bidder must submit good faith effort documentation only
in the event the bidder’s efforts to solicit sufficient UDBE participation have been unsuccessful.
The Bidder shall submit a UDBE Bid Item Breakdown form defining the scope of work to be performed
by each UDBE listed on the UDBE Utilization Certification.
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP-6 2020
If the Bidder lists a UDBE Trucking firm on the UDBE Utilization Certification, then the Bidder must
also submit a UDBE Trucking Credit Form (WSDOT Form 272-058) documenting how the UDBE
Trucking firm will be able to perform the scope of work subcontracted to them.
Directions for delivery of the Underutilized Disadvantaged Business Enterprise Written Confirmation
Documents, Underutilized Disadvantaged Business Enterprise Good Faith Effort documentation,
UDBE Bid Item Breakdown Form and the UDBE Trucking Credit Form are included in Section 1-02.9.
(July 11, 2018 APWA GSP)
Supplement the second paragraph with the following:
4. If a minimum bid amount has been established for any item, the unit or lump sum price must
equal or exceed the minimum amount stated.
5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the
signer of the bid.
Delete the last two paragraphs, and replace them with the following:
If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any Subcontractor
to perform those items of work.
The Bidder shall submit with their Bid a completed Contractor Certification Wage Law Compliance
form, provided by the Contracting Agency. Failure to return this certification as part of the Bid
Proposal package will make this Bid Nonresponsive and ineligible for Award. A Contractor Certification
of Wage Law Compliance form is included in the Proposal Forms.
The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner.
A bid by a corporation shall be executed in the corporate name, by the president or a vice president
(or other corporate officer accompanied by evidence of authority to sign).
A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of
the partnership agreement shall be submitted with the Bid Form if any UDBE requirements are to be
satisfied through such an agreement.
A bid by a joint venture shall be executed in the joint venture name and signed by a member of the
joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any UDBE
requirements are to be satisfied through such an agreement.
(August 2, 2004, WSDOT GSP Option 3)
The fifth and sixth paragraphs of Section 1-02.6 are deleted.
Add the following new section:
1-02.6(1) Recycled Materials Proposal (New Section)
(January 4, 2016, APWA GSP)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP-7 2020
The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into the project,
using the form provided in the Contract Provisions.
1-02.7 Bid Deposit
(March 8, 2013 APWA GSP)
Supplement this section with the following:
Bid bonds shall contain the following:
1. Contracting Agency-assigned number for the project;
2. Name of the project;
3. The Contracting Agency named as obligee;
4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents
five percent of the maximum bid amount that could be awarded;
5. Signature of the bidder’s officer empowered to sign official statements. The signature of the
person authorized to submit the bid should agree with the signature on the bond, and the title of
the person must accompany the said signature;
6. The signature of the surety’s officer empowered to sign the bond and the power of attorney.
If so stated in the Contract Provisions, bidder must use the bond form included in the Contract
Provisions.
If so stated in the Contract Provisions, cash will not be accepted for a bid deposit.
1-02.9 Delivery of Proposal
(December 19, 2019 APWA GSP, Option A)
Delete this section and replace it with the following:
Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as
stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in
the Bid Documents, to ensure proper handling and delivery.
To be considered responsive on a FHWA-funded project, the Bidder may be required to submit the
following items, as required by Section 1-02.6:
• UDBE Written Confirmation Document from each UDBE firm listed on the Bidder’s completed
UDBE Utilization Certification (WSDOT 272-056U)
• Good Faith Effort (GFE) Documentation
• UDBE Bid Item Breakdown (WSDOT 272-054)
• UDBE Trucking Credit Form (WSDOT 272-058)
These documents, if applicable, shall be received either with the Bid Proposal or as a supplement to
the Bid. These documents shall be received no later than 48 hours (not including Saturdays, Sundays
and Holidays) after the time for delivery of the Bid Proposal.
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP-8 2020
If submitted after the Bid Proposal is due, the document(s) must be submitted in a sealed envelope
labeled the same as for the Proposal, with “Supplemental Information” added. All other information
required to be submitted with the Bid Proposal must be submitted with the Bid Proposal itself, at the
time stated in the Call for Bids.
Proposals that are received as required will be publicly opened and read as specified in Section 1-
02.12. The Contracting Agency will not open or consider any Bid Proposal that is received after the
time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that
specified in the Call for Bids. The Contracting Agency will not open or consider any “Supplemental
Information” (UDBE confirmations, or GFE documentation) that is received after the time specified
above, or received in a location other than that specified in the Call for Bids.
If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency
so that Proposals cannot be received at the office designated for receipt of bids as specified in Section
1-02.12 the time specified for receipt of the Proposal will be deemed to be extended to the same time
of day specified in the solicitation on the first work day on which the normal work processes of the
Contracting Agency resume.
1-02.10 Withdrawing, Revising, or Supplementing Proposal
(July 23, 2015 APWA GSP)
Delete this section, and replace it with the following:
After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise,
or supplement it if:
1. The Bidder submits a written request signed by an authorized person and physically delivers it
to the place designated for receipt of Bid Proposals, and
2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals,
and
3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before
the time set for receipt of Bid Proposals.
If the Bidder’s request to withdraw, revise, or supplement its Bid Proposal is received before the time
set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to
the Bidder. The Bidder must then submit the revised or supplemented package in its entirety. If the
Bidder does not submit a revised or supplemented package, then its bid shall be considered
withdrawn.
Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the
Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise,
or supplement a Bid Proposal are not acceptable.
1-02.13 Irregular Proposals
(October 1, 2020 APWA GSP)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP-9 2020
Delete this section and replace it with the following:
1. A Proposal will be considered irregular and will be rejected if:
a. The Bidder is not prequalified when so required;
b. The authorized Proposal form furnished by the Contracting Agency is not used or is
altered;
c. The completed Proposal form contains any unauthorized additions, deletions, alternate
Bids, or conditions;
d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into
the Contract;
e. A price per unit cannot be determined from the Bid Proposal;
f. The Proposal form is not properly executed;
g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as
required in Section 1-02.6;
h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise
Certification, if applicable, as required in Section 1-02.6;
i. The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder’s
completed DBE Utilization Certification that they are in agreement with the bidder’s DBE
participation commitment, if applicable, as required in Section 1-02.6, or if the written
confirmation that is submitted fails to meet the requirements of the Special Provisions;
j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required
in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a
Good Faith Effort to meet the Condition of Award was made;
k. The Bidder fails to submit a DBE Bid Item Breakdown form, if applicable, as required in
Section 1-02.6, or if the documentation that is submitted fails to meet the requirements
of the Special Provisions;
l. The Bidder fails to submit DBE Trucking Credit Forms, if applicable, as required in Section
1-02.6, or if the documentation that is submitted fails to meet the requirements of the
Special Provisions;
m. The Bid Proposal does not constitute a definite and unqualified offer to meet the material
terms of the Bid invitation; or
n. More than one Proposal is submitted for the same project from a Bidder under the same
or different names.
2. A Proposal may be considered irregular and may be rejected if:
a. The Proposal does not include a unit price for every Bid item;
b. Any of the unit prices are excessively unbalanced (either above or below the amount of a
reasonable Bid) to the potential detriment of the Contracting Agency;
c. Receipt of Addenda is not acknowledged;
d. A member of a joint venture or partnership and the joint venture or partnership submit
Proposals for the same project (in such an instance, both Bids may be rejected); or
e. If Proposal form entries are not made in ink.
(*****)
3. A Proposal will be considered irregular and may be rejected if:
a. The Bidder fails to submit with their Bid Proposal, evidence of signatory’s authority to sign the
Bid Proposal on behalf of the business entity, as required in Section 1-02.6.
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP-10 2020
1-02.14 Disqualification of Bidders
(May 17, 2018 APWA GSP, Option A)
Delete this section and replace it with the following:
A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder
responsibility criteria in RCW 39.04.350(1), as amended.
The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria
in RCW 39.04.350(1). To assess bidder responsibility, the Contracting Agency reserves the right to
request documentation as needed from the Bidder and third parties concerning the Bidder’s
compliance with the mandatory bidder responsibility criteria.
If the Contracting Agency determines the Bidder does not meet the mandatory bidder responsibility
criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the Contracting Agency shall
notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this
determination, it may appeal the determination within two (2) business days of the Contracting
Agency’s determination by presenting its appeal and any additional information to the Contracting
Agency. The Contracting Agency will consider the appeal and any additional information before
issuing its final determination. If the final determination affirms that the Bidder is not responsible,
the Contracting Agency will not execute a contract with any other Bidder until at least two business
days after the Bidder determined to be not responsible has received the Contracting Agency’s final
determination.
1-02.15 Pre-Award Information
(August 14, 2013 APWA GSP)
Revise this section to read:
Before awarding any contract, the Contracting Agency may require one or more of these items or
actions of the apparent lowest responsible bidder:
1. A complete statement of the origin, composition, and manufacture of any or all materials to be
used,
2. Samples of these materials for quality and fitness tests,
3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time
required for the various phases of the work,
4. A breakdown of costs assigned to any bid item,
5. Attendance at a conference with the Engineer or representatives of the Engineer,
6. Obtain, and furnish a copy of, a business license to do business in the city or county where the
work is located.
7. Any other information or action taken that is deemed necessary to ensure that the bidder is the
lowest responsible bidder.
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP-11 2020
1-03 AWARD AND EXECUTION OF CONTRACT
1-03.1 Consideration of Bids
(January 23, 2006 APWA GSP)
Revise the first paragraph to read:
After opening and reading proposals, the Contracting Agency will check them for correctness of
extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit
and the extended amount of any bid item, the price per unit will control. If a minimum bid amount
has been established for any item and the bidder’s unit or lump sum price is less than the minimum
specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the
minimum specified amount and recalculate the extension. The total of extensions, corrected where
necessary, including sales taxes where applicable and such additives and/or alternates as selected by
the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the
Awarded Contract Price amount and the amount of the contract bond.
1-03.1(1) Identical Bid Totals
(January 4, 2016 APWA GSP)
Revise this section to read:
After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the tie-breaker
will be the Bidder with an equal lowest bid, that proposed to use the highest percentage of recycled
materials in the Project, per the form submitted with the Bid Proposal. If those percentages are also
exactly equal, then the tie-breaker will be determined by drawing as follows: Two or more slips of
paper will be marked as follows: one marked “Winner” and the other(s) marked “unsuccessful”. The
slips will be folded to make the marking unseen. The slips will be placed inside a box. One authorized
representative of each Bidder shall draw a slip from the box. Bidders shall draw in alphabetic order by
the name of the firm as registered with the Washington State Department of Licensing. The slips shall
be unfolded and the firm with the slip marked “Winner” will be determined to be the successful Bidder
and eligible for Award of the Contract. Only those Bidders who submitted a Bid total that is exactly
equal to the lowest responsive Bid, and with a proposed recycled materials percentage that is exactly
equal to the highest proposed recycled materials amount, are eligible to draw.
1-03.3 Execution of Contract
(October 1, 2005 APWA GSP)
Revise this section to read:
Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for
signature by the successful bidder on the first business day following award. The number of copies to
be executed by the Contractor will be determined by the Contracting Agency.
Within ten (10) calendar days after the award date, the successful bidder shall return the signed
Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, and
a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the
Contracting Agency, the successful bidder shall provide any pre-award information the Contracting
Agency may require under Section 1-02.15.
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP-12 2020
Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor
shall any work begin within the project limits or within Contracting Agency-furnished sites. The
Contractor shall bear all risks for any work begun outside such areas and for any materials ordered
before the contract is executed by the Contracting Agency.
If the bidder experiences circumstances beyond their control that prevents return of the contract
documents within ten(10) calendar days after the award date stated above, the Contracting Agency
may grant up to a maximum of zero (0) additional calendar days for return of the documents, provided
the Contracting Agency deems the circumstances warrant it.
1-03.4 Contract Bond
(July 23, 2015 APWA GSP)
Delete the first paragraph and replace it with the following:
The successful bidder shall provide executed payment and performance bond(s) for the full contract
amount. The bond may be a combined payment and performance bond; or be separate payment and
performance bonds. In the case of separate payment and performance bonds, each shall be for the full
contract amount. The bond(s) shall:
1. Be on Contracting Agency-furnished form(s);
2. Be signed by an approved surety (or sureties) that:
a. Is registered with the Washington State Insurance Commissioner, and
b. Appears on the current Authorized Insurance List in the State of Washington published
by the Office of the Insurance Commissioner,
3. Guarantee that the Contractor will perform and comply with all obligations, duties, and
conditions under the Contract, including but not limited to the duty and obligation to
indemnify, defend, and protect the Contracting Agency against all losses and claims related
directly or indirectly from any failure:
a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors
of the Contractor) to faithfully perform and comply with all contract obligations,
conditions, and duties, or
b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor)
to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person,
or any other person who provides supplies or provisions for carrying out the work;
4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project
under titles 50, 51, and 82 RCW; and
5. 5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign the
bond; and
6. 6. Be signed by an officer of the Contractor empowered to sign official statements (sole
proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by the
president or vice president, unless accompanied by written proof of the authority of the
individual signing the bond(s) to bind the corporation (i.e., corporate resolution, power of
attorney, or a letter to such effect signed by the president or vice president).
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP-13 2020
1-03.7 Judicial Review
(November 30, 2018 APWA GSP)
Revise this section to read:
Any decision made by the Contracting Agency regarding the Award and execution of the Contract or
Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington
Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting
Agency headquarters is located, provided that where an action is asserted against a county, RCW
36.01.050 shall control venue and jurisdiction.
1-04 SCOPE OF THE WORK
1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and
Addenda
(March 13, 2012 APWA GSP)
Revise the second paragraph to read:
Any inconsistency in the parts of the contract shall be resolved by following this order of precedence
(e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth):
1. Addenda,
2. Proposal Form,
3. Special Provisions,
4. Contract Plans,
5. Amendments to the Standard Specifications,
6. Standard Specifications,
7. Contracting Agency’s Standard Plans or Details (if any), and
8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction.
1-05 CONTROL OF WORK
1-05.4 Conformity with And Deviations from Plans and Stakes
Supplement this section with the following:
Contractor Surveying - Roadway
(August 7, 2017 WSDOT GSP, Option 2)
Copies of the Contracting Agency provided primary survey control data are available for the bidder's
inspection at the office of the Engineer.
The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope
stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving,
channelization and pavement marking, illumination and signals, guardrails and barriers, and signing.
Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying,
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and measuring required for setting and maintaining the necessary lines and grades shall be the
Contractor's responsibility.
The Contractor shall inform the Engineer when monuments are discovered that were not identified
in the Plans and construction activity may disturb or damage the monuments. All monuments noted
on the plans “DO NOT DISTURB” shall be protected throughout the length of the project or be replaced
at the Contractors expense.
Detailed survey records shall be maintained, including a description of the work performed on each
shift, the methods utilized, and the control points used. The record shall be adequate to allow the
survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three
working days after the end of the shift.
The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying
and Associated Terms" current edition, published by the American Congress on Surveying and
Mapping and the American Society of Civil Engineers.
The survey work shall include but not be limited to the following:
1. Verify the primary horizontal and vertical control furnished by the Contracting Agency, and
expand into secondary control by adding stakes and hubs as well as additional survey control
needed for the project. Provide descriptions of secondary control to the Contracting Agency.
The description shall include coordinates and elevations of all secondary control points.
2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or
on offsets to centerline at all curve points (PCs, PTs, and PIs) and at points on the alignments
spaced no further than 50 feet.
3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more
than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and
10 feet beyond the top of a cut unless otherwise shown in the Plans.
4. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet
apart. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS)
Machine Controls are used to provide grade control, then slope stakes may be omitted at the
discretion of the Contractor
5. Establish the horizontal and vertical location of all drainage features, placing offset stakes to
all drainage structures and to pipes at a horizontal interval not greater than 25 feet.
6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the
top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal
intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius
less than 300 feet, and at 10-foot intervals in intersection radii with a radius less than 10 feet.
Transversely, stakes shall be placed at all locations where the roadway slope changes and at
additional points such that the transverse spacing of stakes is not more than 12 feet. If GPS
Machine Controls are used to provide grade control, then roadbed and surfacing stakes may
be omitted at the discretion of the Contractor.
7. Establish intermediate elevation benchmarks as needed to check work throughout the
project.
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8. Provide references for paving pins at 25-foot intervals or provide simultaneous surveying to
establish location and elevation of paving pins as they are being placed.
9. For all other types of construction included in this provision, (including but not limited to
channelization and pavement marking, illumination and signals, guardrails and barriers, and
signing) provide staking and layout as necessary to adequately locate, construct, and check
the specific construction activity.
10. Contractor shall determine if changes are needed to the profiles or roadway sections shown
in the Contract Plans in order to achieve proper smoothness and drainage where matching
into existing features, such as a smooth transition from new pavement to existing pavement.
The Contractor shall submit these changes to the Engineer for review and approval 10 days
prior to the beginning of work.
The Contractor shall provide the Contracting Agency copies of any calculations and staking data when
requested by the Engineer.
To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the
Contractor with primary survey control information consisting of descriptions of two primary control
points used for the horizontal and vertical control, and descriptions of two additional primary control
points for every additional three miles of project length. Primary control points will be described by
reference to the project alignment and the coordinate system and elevation datum utilized by the
project. In addition, the Contracting Agency will supply horizontal coordinates for the beginning and
ending points and for each Point of Intersection (PI) on each alignment included in the project.
The Contractor shall ensure a surveying accuracy within the following tolerances:
Vertical Horizontal
Slope stakes ±0.10 feet ±0.10 feet
Subgrade grade stakes set
0.04 feet below grade ±0.01 feet ±0.5 feet
(parallel to alignment)
±0.1 feet
(normal to alignment)
Stationing on roadway N/A ±0.1 feet
Alignment on roadway N/A ±0.04 feet
Surfacing grade stakes ±0.01 feet ±0.5 feet
(parallel to alignment)
±0.1 feet
(normal to alignment)
Roadway paving pins for
surfacing or paving ±0.01 feet ±0.2 feet
(parallel to alignment)
±0.1 feet
(normal to alignment)
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The Contracting Agency may spot-check the Contractor's surveying. These spot-checks will not
change the requirements for normal checking by the Contractor.
When staking roadway alignment and stationing, the Contractor shall perform independent checks
from different secondary control to ensure that the points staked are within the specified survey
accuracy tolerances.
The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these
coordinates prior to issuing approval to the Contractor for commencing with the work. The
Contracting Agency will require up to seven calendar days from the date the data is received.
Contract work to be performed using contractor-provided stakes shall not begin until the stakes are
approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility
for the accuracy of the stakes.
Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are
not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting
Agency as ordered by the Engineer.
Payment
Payment will be made for the following bid item when included in the proposal:
"Roadway Surveying", lump sum.
The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, equipment,
materials, and supervision utilized to perform the Work specified, including any resurveying, checking,
correction of errors, replacement of missing or damaged stakes, and coordination efforts.
Contractor Surveying – ADA Features
(April 2, 2018 WSDOT GSP, Option 4)
ADA Feature Staking Requirements
The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes,
and grades necessary for the construction of the ADA features. Calculations, surveying, and
measuring required for setting and maintaining the necessary lines and grades shall be the
Contractor's responsibility. The Contractor shall build the ADA features within the specifications
in the Standard Plans and contract documents.
ADA Feature As-Built Measurements
The Contractor shall be responsible for providing electronic As-Built records of all ADA feature
improvements completed in the Contract.
The survey work shall include but not be limited to completing the measurements, recording the
required measurements and completing other data fill-ins found on the ADA Measurement
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Forms, and transmitting the electronic Forms to the Engineer. The ADA Measurement Forms are
found at the following website location:
http://www.wsdot.wa.gov/Design/ADAGuidance.htm
In the instance where an ADA Feature does not meet accessibility requirements, all work to
replace non-conforming work and then to measure, record the as-built measurements, and
transmit the electronic Forms to the Engineer shall be completed at no additional cost to the
Contracting Agency, as ordered by the Engineer.
Payment
Payment will be made for the following bid item that is included in the Proposal:
"ADA Features Surveying", lump sum.
The unit Contract price per lump sum for "ADA Features Surveying" shall be full pay for all the Work
as specified.
1-05.7 Removal of Defective and Unauthorized Work
(October 1, 2005 APWA GSP)
Supplement this section with the following:
If the Contractor fails to remedy defective or unauthorized work within the time specified in a written
notice from the Engineer, or fails to perform any part of the work required by the Contract
Documents, the Engineer may correct and remedy such work as may be identified in the written
notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem
necessary.
If the Contractor fails to comply with a written order to remedy what the Engineer determines to be
an emergency situation, the Engineer may have the defective and unauthorized work corrected
immediately, have the rejected work removed and replaced, or have work the Contractor refuses to
perform completed by using Contracting Agency or other forces. An emergency situation is any
situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or
might cause serious risk of loss or damage to the public.
Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying
defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by
the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the
Contractor. Such direct and indirect costs shall include in particular, but without limitation,
compensation for additional professional services required, and costs for repair and replacement of
work of others destroyed or damaged by correction, removal, or replacement of the Contractor’s
unauthorized work.
No adjustment in contract time or compensation will be allowed because of the delay in the
performance of the work attributable to the exercise of the Contracting Agency’s rights provided by
this Section.
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The rights exercised under the provisions of this section shall not diminish the Contracting Agency’s
right to pursue any other avenue for additional remedy or damages with respect to the Contractor’s
failure to perform the work as required.
1-05.11 Final Inspection
Delete this section and replace it with the following:
1-05.11 Final Inspections and Operational Testing
(October 1, 2005 APWA GSP)
1-05.11(1) Substantial Completion Date
When the Contractor considers the work to be substantially complete, the Contractor shall so notify
the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor’s
request shall list the specific items of work that remain to be completed in order to reach physical
completion. The Engineer will schedule an inspection of the work with the Contractor to determine
the status of completion. The Engineer may also establish the Substantial Completion Date
unilaterally.
If, after this inspection, the Engineer concurs with the Contractor that the work is substantially
complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set
the Substantial Completion Date. If, after this inspection the Engineer does not consider the work
substantially complete and ready for its intended use, the Engineer will, by written notice, so notify
the Contractor giving the reasons therefor.
Upon receipt of written notice concurring in or denying substantial completion, whichever is
applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption,
the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the
Engineer with a revised schedule indicating when the Contractor expects to reach substantial and
physical completion of the work.
The above process shall be repeated until the Engineer establishes the Substantial Completion Date
and the Contractor considers the work physically complete and ready for final inspection.
1-05.11(2) Final Inspection and Physical Completion Date
When the Contractor considers the work physically complete and ready for final inspection, the
Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer
will set a date for final inspection. The Engineer and the Contractor will then make a final inspection
and the Engineer will notify the Contractor in writing of all particulars in which the final inspection
reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective
measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued
vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This
process will continue until the Engineer is satisfied the listed deficiencies have been corrected.
If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written
notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever
steps are necessary to correct those deficiencies pursuant to Section 1-05.7.
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The Contractor will not be allowed an extension of contract time because of a delay in the
performance of the work attributable to the exercise of the Engineer’s right hereunder.
Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency,
in writing, of the date upon which the work was considered physically complete. That date shall
constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work
or that all the obligations of the Contractor under the contract have been fulfilled.
1-05.11(3) Operational Testing
It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and
operable system. Therefore when the work involves the installation of machinery or other mechanical
equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or
other similar work it may be desirable for the Engineer to have the Contractor operate and test the
work for a period of time after final inspection but prior to the physical completion date. Whenever
items of work are listed in the Contract Provisions for operational testing they shall be fully tested
under operating conditions for the time period specified to ensure their acceptability prior to the
Physical Completion Date. During and following the test period, the Contractor shall correct any items
of workmanship, materials, or equipment which prove faulty, or that are not in first class operating
condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during
this period shall be tested under the observation of the Engineer, so that the Engineer may determine
their suitability for the purpose for which they were installed. The Physical Completion Date cannot
be established until testing and corrections have been completed to the satisfaction of the Engineer.
The costs for power, gas, labor, material, supplies, and everything else needed to successfully
complete operational testing, shall be included in the unit contract prices related to the system being
tested, unless specifically set forth otherwise in the proposal.
Operational and test periods, when required by the Engineer, shall not affect a manufacturer’s
guaranties or warranties furnished under the terms of the contract.
Add the following new section:
1-05.16 Water and Power
(October 1, 2005 APWA GSP)
The Contractor shall make necessary arrangements, and shall bear the costs for power and water
necessary for the performance of the work, unless the contract includes power and water as a pay
item.
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1-05.13 Superintendents, Labor and Equipment of Contractor
(August 14, 2013 APWA GSP)
Delete the sixth and seventh paragraphs of this section.
Add the following new section:
1-05.18 Record Drawings (New Section)
(March 8, 2013 APWA GSP)
The Contractor shall maintain one set of full size plans for Record Drawings, updated with clear and
accurate red-lined field revisions on a daily basis, and within 2 business days after receipt of
information that a change in Work has occurred. The Contractor shall not conceal any work until the
required information is recorded.
This Record Drawing set shall be used for this purpose alone, shall be kept separate from other Plan
sheets, and shall be clearly marked as Record Drawings. These Record Drawings shall be kept on site
at the Contractor’s field office, and shall be available for review by the Contracting Agency at all times.
The Contractor shall bring the Record Drawings to each progress meeting for review.
The preparation and upkeep of the Record Drawings is to be the assigned responsibility of a single,
experienced, and qualified individual. The quality of the Record Drawings, in terms of accuracy,
clarity, and completeness, is to be adequate to allow the Contracting Agency to modify the computer-
aided drafting (CAD) Contract Drawings to produce a complete set of Record Drawings for the
Contracting Agency without further investigative effort by the Contracting Agency.
The Record Drawing markups shall document all changes in the Work, both concealed and visible.
Items that must be shown on the markups include but are not limited to:
• Actual dimensions, arrangement, and materials used when different than shown in the Plans.
• Changes made by Change Order or Field Order.
• Changes made by the Contractor.
• Accurate locations of storm sewer, sanitary sewer, water mains and other water
appurtenances, structures, conduits, light standards, vaults, width of roadways, sidewalks,
landscaping areas, building footprints, channelization and pavement markings, etc. Include
pipe invert elevations, top of castings (manholes, inlets, etc.).
If the Contract calls for the Contracting Agency to do all surveying and staking, the Contracting Agency
will provide the elevations at the tolerances the Contracting Agency requires for the Record Drawings.
When the Contract calls for the Contractor to do the surveying/staking, the applicable tolerance limits
include, but are not limited to the following:
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
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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
Making Entries on the Record Drawings:
• Use erasable colored pencil (not ink) for all markings on the Record Drawings, conforming
to the following color code:
• Additions - Red
• Deletions - Green
• Comments - Blue
• Dimensions - Graphite
• Provide the applicable reference for all entries, such as the change order number, the
request for information (RFI) number, or the approved shop drawing number.
• Date all entries.
• Clearly identify all items in the entry with notes similar to those in the Contract Drawings
(such as pipe symbols, centerline elevations, materials, pipe joint abbreviations, etc.).
The Contractor shall certify on the Record Drawings that said drawings are an accurate depiction of
built conditions, and in conformance with the requirements detailed above. The Contractor shall
submit final Record Drawings to the Contracting Agency. Contracting Agency acceptance of the
Record Drawings is one of the requirements for achieving Physical Completion.
Payment will be made for the following bid item:
Record Drawings
(Minimum Bid $ 1,000)
Lump Sum
Payment for this item will be made on a prorated monthly basis for work completed in accordance
with this section up to 75% of the lump sum bid. The final 25% of the lump sum item will be paid
upon submittal and approval of the completed Record Drawings set prepared in conformance with
these Special Provisions.
A minimum bid amount has been entered in the Bid Proposal for this item. The Contractor must bid
at least that amount.
1-06 CONTROL OF MATERIAL
Section 1-06 is supplemented with the following:
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1-06.1(2)A Buy America
(August 6, 2012 WSDOT GSP, Option 1A)
In accordance with Buy America requirements contained in 23 CFR 635.410, the major quantities of
steel and iron construction material that is permanently incorporated into the project shall consist of
American-made materials only. Buy America does not apply to temporary steel items, e.g., temporary
sheet piling, temporary bridges, steel scaffolding and falsework.
Minor amounts of foreign steel and iron may be utilized in this project provided the cost of the foreign
material used does not exceed one-tenth of one percent of the total contract cost or $2,500.00,
whichever is greater.
American-made material is defined as material having all manufacturing processes occurring
domestically. To further define the coverage, a domestic product is a manufactured steel material that
was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the territories and
possessions of the United States.
If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as
defined above, for any manufacturing process then the resulting product does not conform to the Buy
America requirements. Additionally, products manufactured domestically from foreign source steel
billets or iron ingots do not conform to the Buy America requirements because the initial melting and
mixing of alloys to create the material occurred in a foreign country.
Manufacturing begins with the initial melting and mixing, and continues through the coating stage.
Any process which modifies the chemical content, the physical size or shape, or the final finish is
considered a manufacturing process. The processes include rolling, extruding, machining, bending,
grinding, drilling, welding, and coating. The action of applying a coating to steel or iron is deemed a
manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any
other coating that protects or enhances the value of steel or iron. Any process from the original
reduction from ore to the finished product constitutes a manufacturing process for iron.
Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and alloys), scrap
(recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore.
The following are considered to be steel manufacturing processes:
1. Production of steel by any of the following processes:
a. Open hearth furnace.
b. Basic oxygen.
c. Electric furnace.
d. Direct reduction.
2. Rolling, heat treating, and any other similar processing.
3. Fabrication of the products
a. Spinning wire into cable or strand.
b. Corrugating and rolling into culverts.
c. Shop fabrication.
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A certification of materials origin will be required for any items comprised of, or containing, steel or
iron construction materials prior to such items being incorporated into the permanent work. The
certification shall be on DOT Form 350-109EF provided by the Engineer, or such other form the
Contractor chooses, provided it contains the same information as DOT Form 350-109EF.
(******)
Section 1-06.1(2)A is supplemented with the following:
The RRFB specified for installation under Bid Schedule, contains foreign steel in the amount of
$372.68, and this amount will be applied against the 1/10th of 1% of the contract total allowed for
foreign steel under the Buy America provision 23 CFR 635.410.
(******)
1-06.6 Recycled Materials
(January 4, 2016 APWA GSP)
Delete this section, including its subsections, and replace it with the following:
The Contractor shall make their best effort to utilize recycled materials in the construction of the
project. Approval of such material use shall be as detailed elsewhere in the Standard
Specifications.
Prior to Physical Completion the Contractor shall report the quantity of recycled materials that
were utilized in the construction of the project for each of the items listed in Section 9-03.21. The
report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag
and other recycled materials (e.g. utilization of on-site material and aggregates from concrete
returned to the supplier). The Contractor’s report shall be provided on DOT form 350-075
Recycled Materials Reporting.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.1 Laws to be Observed
(October 1, 2005 APWA GSP)
Supplement this section with the following:
In cases of conflict between different safety regulations, the more stringent regulation shall apply.
The Washington State Department of Labor and Industries shall be the sole and paramount
administrative agency responsible for the administration of the provisions of the Washington
Industrial Safety and Health Act of 1973 (WISHA).
The Contractor shall maintain at the project site office, or other well known place at the project site,
all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and
make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor’s
care, persons, including employees, who may have been injured on the project site. Employees should
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not be permitted to work on the project site before the Contractor has established and made known
procedures for removal of injured persons to a hospital or a doctor’s care.
The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the
Contractor’s plant, appliances, and methods, and for any damage or injury resulting from their failure,
or improper maintenance, use, or operation. The Contractor shall be solely and completely
responsible for the conditions of the project site, including safety for all persons and property in the
performance of the work. This requirement shall apply continuously, and not be limited to normal
working hours. The required or implied duty of the Engineer to conduct construction review of the
Contractor’s performance does not, and shall not, be intended to include review and adequacy of the
Contractor’s safety measures in, on, or near the project site.
(May 13, 2020 WSDOT GSP, Option 4)
In response to COVID-19, the Contractor shall prepare a project specific COVID-19 health and safety
plan (CHSP) in conformance with Section 1-07.4(2) as supplemented in these specifications, COVID-19
Health and Safety Plan (CHSP).
1-07.2 State Taxes
Delete this section, including its sub-sections, in its entirety and replace it with the following:
1-07.2 State Sales Tax
(June 27, 2011 APWA GSP)
The Washington State Department of Revenue has issued special rules on the State sales tax. Sections
1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the
Washington State Department of Revenue for answers to questions in this area. The Contracting
Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability.
The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts.
In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this
exception.
The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-
funded Project) only if the Contractor has obtained from the Washington State Department of
Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The
Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may
owe the Washington State Department of Revenue, whether the amount owed relates to this contract
or not. Any amount so deducted will be paid into the proper State fund.
1-07.2(1) State Sales Tax — Rule 171
WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc.,
which are owned by a municipal corporation, or political subdivision of the state, or by the United
States, and which are used primarily for foot or vehicular traffic. This includes storm or combined
sewer systems within and included as a part of the street or road drainage system and power lines
when such are part of the roadway lighting system. For work performed in such cases, the Contractor
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shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract
amounts, including those that the Contractor pays on the purchase of the materials, equipment, or
supplies used or consumed in doing the work.
1-07.2(2) State Sales Tax — Rule 170
WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing
buildings, or other structures, upon real property. This includes, but is not limited to, the construction
of streets, roads, highways, etc., owned by the state of Washington; water mains and their
appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal
systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical
power distribution lines, or other conduits or lines in or above streets or roads, unless such power
lines become a part of a street or road lighting system; and installing or attaching of any article of
tangible personal property in or to real property, whether or not such personal property becomes a
part of the realty by virtue of installation.
For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail
sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to
each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax
in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following
exception.
Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a
subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable
supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices
or in any other contract amount.
1-07.2(3) Services
The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly
for professional or other services (as defined in Washington State Department of Revenue Rules 138
and 244).
1-07.4 Sanitation
1-07.4(2) Health Hazards
Section 1-07.4(2) is supplemented with the following:
(May 13, 2020 WSDOT GSP, Option 2)
COVID-19 Health and Safety Plan (CHSP)
The Contractor shall prepare a project specific COVID-19 health and safety plan (CHSP). The CHSP
shall be prepared and submitted as a Type 2 Working Drawing prior to beginning physical Work. The
CHSP shall be based on the most current State and Federal requirements. If the State or Federal
requirements are revised, the CHSP shall be updated as necessary to conform to the current
requirements.
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The Contractor shall update and resubmit the CHSP as the work progresses and new activities appear
on the look ahead schedule required under Section 1-08.3(2)D. If the conditions change on the project,
or a particular activity, the Contractor shall update and resubmit the CHSP. Work on any activity shall
cease if conditions prevent full compliance with the CHSP.
The CHSP shall address the health and safety of all people associated with the project including State
workers in the field, Contractor personnel, consultants, project staff, subcontractors, suppliers and
anyone on the project site, staging areas, or yards.
COVID-19 Health and Safety Plan (CHSP) Inspection
The Contractor shall grant full and unrestricted access to the Engineer for CHSP Inspections. The
Engineer (or designee) will conduct periodic compliance inspections on the project site, staging areas,
or yards to verify that any ongoing work activity is following the CHSP plan. If the Engineer becomes
aware of a noncompliance incident either through a site inspection or other means, the Contractor will
be notified immediately (within 1 hour). The Contractor shall immediately remedy the noncompliance
incident or suspend all or part of the associated work activity. The Contractor shall satisfy the Engineer
that the noncompliance incident has been corrected before the suspension will end.
1-07.4(3) Measurement New Section
Section 1-07.4(3) is supplemented with the following:
No specific unit of measurement for “COVID-19 Health and Safety Plan” will apply, but measurement
will be for the sum total of all work and material required to complete the work described under
Section 1-07.4(2) as supplemented in these specifications.
1-07.4(4) Payment New Section
Section 1-07.4(4) is supplemented with the following:
“COVID-19 Health and Safety Plan”, lump sum.
The lump sum Contract price for “COVID-19 Health and Safety Plan” includes all elements to prepare
and update the COVID-19 Health and Safety Plan.
1-07.5 Environmental Regulations
Section 1-07.5 is supplemented with the following:
(September 20, 2010, WSDOT GSP, Option 1)
Environmental Commitments
The following Provisions summarize the requirements, in addition to those required elsewhere in the
Contract, imposed upon the Contracting Agency by the various documents referenced in the Special
Provision Permits and Licenses. Throughout the work, the Contractor shall comply with the following
requirements:
(August 3, 2009, WSDOT GSP)
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Payment
All costs to comply with this special provision for the environmental commitments and requirements
are incidental to the contract and are the responsibility of the Contractor. The Contractor shall include
all related costs in the associated bid prices of the contract.
1-07.6 Permits and Licenses
Section 1-07.6 is supplemented with the following:
The Contractor shall be responsible for obtaining the following licenses and permits:
*** Renton Electrical Permit Application:
https://edocs.rentonwa.gov/Documents/DocView.aspx?id=955825&dbid=1&repo=CityofRenton&cr=1
***
The contractor shall obtain additional permits as necessary. All costs to obtain and comply with
licenses and permits shall be included in the applicable bid items for the work involved. Copies of
permits are required to be onsite at all times.
1-07.7 Load Limits
Section 1-07.7 is supplemented with the following:
(March 13, 1995 WSDOT GSP, Option 6)
If the sources of materials provided by the Contractor necessitates hauling over roads other than State
Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the
haul routes.
1-07.9 Wages
1-07.9(1) General
Section 1-07.9(1) is supplemented with the following:
(January 6, 2020 WSDOT GSP, Option 1)
The Federal wage rates incorporated in this contract have been established by the Secretary of Labor
under United States Department of Labor General Decision No. WA20200001.
The State rates incorporated in this contract are applicable to all construction activities associated with
this contract.
1-07.9(5) Required Documents
(January 3, 2020 APWA GSP)
Delete this section and replace it with the following:
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General
All “Statements of Intent to Pay Prevailing Wages”, “Affidavits of Wages Paid” and Certified Payrolls,
including a signed Statement of Compliance for Federal-aid projects, shall be submitted to the
Engineer and the State L&I online Prevailing Wage Intent & Affidavit (PWIA) system.
Intents and Affidavits
On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the
Engineer the following for themselves and for each firm covered under RCW 39.12 that will or has
provided Work and materials for the Contract:
1. The approved “Statement of Intent to Pay Prevailing Wages” State L&I’s form number F700-
029-000. The Contracting Agency will make no payment under this Contract until this
statement has been approved by State L&I and reviewed by the Engineer.
2. The approved “Affidavit of Prevailing Wages Paid”, State L&I’s form number F700-007-000.
The Contracting Agency will not grant Completion until all approved Affidavit of Wages paid
for the Contractor and all Subcontractors have been received by the Engineer. The
Contracting Agency will not release to the Contractor any funds retained under RCW
60.28.011 until “Affidavit of Prevailing Wages Paid” forms have been approved by State L&I
and all of the approved forms have been submitted to the Engineer for every firm that worked
on the Contract.
The Contractor is responsible for requesting these forms from State L&I and for paying any fees
required by State L&I.
Certified Payrolls
Certified payrolls are required to be submitted by the Contractor for themselves, all Subcontractors
and all lower tier subcontractors. The payrolls shall be submitted weekly on all Federal-aid projects
and no less than monthly on State funded projects.
Penalties for Noncompliance
The Contractor is advised, if these payrolls are not supplied within the prescribed deadlines, any or all
payments may be withheld until compliance is achieved. In addition, failure to provide these payrolls
may result in other sanctions as provided by State laws (RCW 39.12.050) and/or Federal regulations
(29 CFR 5.12).
1-07.11 Requirements for Nondiscrimination
Section 1-07.11 is supplemented with the following:
(September 3, 2019, WSDOT GSP, Option 1)
Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive
Order 11246)
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1. The Contractor's attention is called to the Equal Opportunity Clause and the Standard
Federal Equal Employment Opportunity Construction Contract Specifications set forth
herein.
2. The goals and timetables for minority and female participation set by the Office of Federal
Contract Compliance Programs, expressed in percentage terms for the Contractor's
aggregate work force in each construction craft and in each trade on all construction work in
the covered area, are as follows:
Women - Statewide
Timetable Goal
Until further notice 6.9%
Minorities - by Standard Metropolitan Statistical Area (SMSA)
Spokane, WA:
SMSA Counties:
Spokane, WA 2.8
WA Spokane.
Non-SMSA Counties 3.0
WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA
Lincoln, WA Pend Oreille; WA Stevens; WA Whitman.
Richland, WA
SMSA Counties:
Richland Kennewick, WA 5.4
WA Benton; WA Franklin.
Non-SMSA Counties 3.6
WA Walla Walla.
Yakima, WA:
SMSA Counties:
Yakima, WA 9.7
WA Yakima.
Non-SMSA Counties 7.2
WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan
Seattle, WA:
SMSA Counties:
Seattle Everett, WA 7.2
WA King; WA Snohomish.
Tacoma, WA 6.2
WA Pierce.
Non-SMSA Counties 6.1
WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap;
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WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA
Thurston; WA Whatcom.
Portland, OR:
SMSA Counties:
Portland, OR-WA 4.5
WA Clark.
Non-SMSA Counties 3.8
WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum.
These goals are applicable to each nonexempt Contractor’s total on-site construction
workforce, regardless of whether or not part of that workforce is performing work on a
Federal, or federally assisted project, contract, or subcontract until further notice.
Compliance with these goals and time tables is enforced by the Office of Federal Contract
compliance Programs.
The Contractor's compliance with the Executive Order and the regulations in 41 CFR
Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific
affirmative action obligations required by the specifications set forth in 41 CFR 60-
4.3(a), and its efforts to meet the goals. The hours of minority and female employment
and training must be substantially uniform throughout the length of the contract, in
each construction craft and in each trade, and the Contractor shall make a good faith
effort to employ minorities and women evenly on each of its projects. The transfer of
minority or female employees or trainees from Contractor to Contractor or from project
to project for the sole purpose of meeting the Contractor's goal shall be a violation of
the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance
with the goals will be measured against the total work hours performed.
3. The Contractor shall provide written notification to the Office of Federal Contract Compliance
Programs (OFCCP) within 10 working days of award of any construction subcontract in excess
of $10,000 or more that are Federally funded, at any tier for construction work under the
contract resulting from this solicitation. The notification shall list the name, address and
telephone number of the Subcontractor; employer identification number of the
Subcontractor; estimated dollar amount of the subcontract; estimated starting and
completion dates of the subcontract; and the geographical area in which the contract is to be
performed.
The notification shall be sent to:
U.S. Department of Labor
Office of Federal Contract Compliance Programs Pacific Region
Attn: Regional Director
San Francisco Federal Building
90 – 7th Street, Suite 18-300
San Francisco, CA 94103(415) 625-7800 Phone
(415) 625-7799 Fax
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4. As used in this Notice, and in the contract resulting from this solicitation, the
Covered Area is as designated herein.
Standard Federal Equal Employment Opportunity Construction Contract Specifications
(Executive Order 11246)
1. As used in these specifications:
a. Covered Area means the geographical area described in the solicitation
from which this contract resulted;
b. Director means Director, Office of Federal Contract Compliance
Programs, United States Department of Labor, or any person to whom the
Director delegates authority;
c. Employer Identification Number means the Federal Social Security
number used on the Employer's Quarterly Federal Tax Return, U. S.
Treasury Department Form 941;
d. Minority includes:
(1) Black, a person having origins in any of the Black Racial Groups
of Africa.
(2) Hispanic, a fluent Spanish speaking, Spanish surnamed person
of Mexican, Puerto Rican, Cuban, Central American, South
American, or other Spanish origin.
(3) Asian or Pacific Islander, a person having origins in any of the
original peoples of the Pacific rim or the Pacific Islands, the
Hawaiian Islands and Samoa.
(4) American Indian or Alaskan Native, a person having origins in
any of the original peoples of North America, and who maintain
cultural identification through tribal affiliation or community
recognition.
2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion
of the work involving any construction trade, it shall physically include in each
subcontract in excess of $10,000 the provisions of these specifications and the
Notice which contains the applicable goals for minority and female participation and
which is set forth in the solicitations from which this contract resulted.
3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan
approved by the U.S. Department of Labor in the covered area either individually
or through an association, its affirmative action obligations on all work in the Plan
area (including goals and timetables) shall be in accordance with that Plan for
those trades which have unions participating in the Plan. Contractors must be able
to demonstrate their participation in and compliance with the provisions of any such
Hometown Plan. Each Contractor or Subcontractor participating in an approved
Plan is individually required to comply with its obligations under the EEO clause,
and to make a good faith effort to achieve each goal under the Plan in each trade in
which it has employees. The overall good faith performance by other Contractors
or Subcontractors toward a goal in an approved Plan does not excuse any covered
Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan
goals and timetables.
4. The Contractor shall implement the specific affirmative action standards provided in
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paragraphs 7a through 7p of this Special Provision. The goals set forth in the
solicitation from which this contract resulted are expressed as percentages of the
total hours of employment and training of minority and female utilization the
Contractor should reasonably be able to achieve in each construction trade in
which it has employees in the covered area. Covered construction contractors
performing construction work in geographical areas where they do not have a
Federal or federally assisted construction contract shall apply the minority and
female goals established for the geographical area where the work is being
performed. The Contractor is expected to make substantially uniform progress in
meeting its goals in each craft during the period specified.
5. Neither the provisions of any collective bargaining agreement, nor the failure by a
union with whom the Contractor has a collective bargaining agreement, to refer
either minorities or women shall excuse the Contractor's obligations under these
specifications, Executive Order 11246, or the regulations promulgated pursuant
thereto.
6. In order for the nonworking training hours of apprentices and trainees to be counted
in meeting the goals, such apprentices and trainees must be employed by the
Contractor during the training period, and the Contractor must have made a
commitment to employ the apprentices and trainees at the completion of their
training, subject to the availability of employment opportunities. Trainees must be
trained pursuant to training programs approved by the U.S. Department of Labor.
7. The Contractor shall take specific affirmative actions to ensure equal employment
opportunity. The evaluation of the Contractor's compliance with these
specifications shall be based upon its effort to achieve maximum results from its
action. The Contractor shall document these efforts fully, and shall implement
affirmative action steps at least as extensive as the following:
a. Ensure and maintain a working environment free of harassment,
intimidation, and coercion at all sites, and in all facilities at which the
Contractor's employees are assigned to work. The Contractor, where
possible, will assign two or more women to each construction project. The
Contractor shall specifically ensure that all foremen, superintendents, and
other on-site supervisory personnel are aware of and carry out the
Contractor's obligation to maintain such a working environment, with
specific attention to minority or female individuals working at such sites or
in such facilities.
b. Establish and maintain a current list of minority and female recruitment
sources, provide written notification to minority and female recruitment
sources and to community organizations when the Contractor or its unions
have employment opportunities available, and maintain a record of the
organizations' responses.
c. Maintain a current file of the names, addresses and telephone numbers of
each minority and female off-the-street applicant and minority or female
referral from a union, a recruitment source or community organization and
of what action was taken with respect to each such individual. If such
individual was sent to the union hiring hall for referral and was not referred
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TED4004099 SP-33 2020
back to the Contractor by the union or, if referred, not employed by the
Contractor, this shall be documented in the file with the reason therefor,
along with whatever additional actions the Contractor may have taken.
d. Provide immediate written notification to the Director when the union or
unions with which the Contractor has a collective bargaining agreement
has not referred to the Contractor a minority person or woman sent by the
Contractor, or when the Contractor has other information that the union
referral process has impeded the Contractor's efforts to meet its
obligations.
e. Develop on-the-job training opportunity and/or participate in training
programs for the area which expressly include minorities and women,
including upgrading programs and apprenticeship and trainee programs
relevant to the Contractor's employment needs, especially those programs
funded or approved by the U.S. Department of Labor. The Contractor
shall provide notice of these programs to the sources compiled under 7b
above.
f. Disseminate the Contractor's EEO policy by providing notice of the policy
to unions and training programs and requesting their cooperation in
assisting the Contractor in meeting its EEO obligations; by including it in
any policy manual and collective bargaining agreement; by publicizing it in
the company newspaper, annual report, etc.; by specific review of the
policy with all management personnel and with all minority and female
employees at least once a year; and by posting the company EEO policy
on bulletin boards accessible to all employees at each location where
construction work is performed.
g. Review, at least annually, the company's EEO policy and affirmative
action obligations under these specifications with all employees having
any responsibility for hiring, assignment, layoff, termination or other
employment decisions including specific review of these items with on-site
supervisory personnel such as Superintendents, General Foremen, etc.,
prior to the initiation of construction work at any job site. A written record
shall be made and maintained identifying the time and place of these
meetings, persons attending, subject matter discussed, and disposition of
the subject matter.
h. Disseminate the Contractor's EEO policy externally by including it in any
advertising in the news media, specifically including minority and female
news media, and providing written notification to and discussing the
Contractor's EEO policy with other Contractors and Subcontractors with
whom the Contractor does or anticipates doing business.
i. Direct its recruitment efforts, both oral and written to minority, female and
community organizations, to schools with minority and female students
and to minority and female recruitment and training organizations serving
the Contractor's recruitment area and employment needs. Not later than
one month prior to the date for the acceptance of applications for
apprenticeship or other training by any recruitment source, the Contractor
shall send written notification to organizations such as the above,
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describing the openings, screening procedures, and tests to be used in
the selection process.
j. Encourage present minority and female employees to recruit other
minority persons and women and where reasonable, provide after school,
summer and vacation employment to minority and female youth both on
the site and in other areas of a Contractor's work force.
k. Validate all tests and other selection requirements where there is an
obligation to do so under 41 CFR Part 60-3.
l. Conduct, at least annually, an inventory and evaluation of all minority and
female personnel for promotional opportunities and encourage these
employees to seek or to prepare for, through appropriate training, etc.,
such opportunities.
m. Ensure that seniority practices, job classifications, work assignments and
other personnel practices, do not have a discriminatory effect by
continually monitoring all personnel and employment related activities to
ensure that the EEO policy and the Contractor's obligations under these
specifications are being carried out.
n. Ensure that all facilities and company activities are non-segregated except
that separate or single-user toilet and necessary changing facilities shall
be provided to assure privacy between the sexes.
o. Document and maintain a record of all solicitations of offers for
subcontracts from minority and female construction contractors and
suppliers, including circulation of solicitations to minority and female
contractor associations and other business associations.
p. Conduct a review, at least annually, of all supervisors' adherence to and
performance under the Contractor's EEO policies and affirmative action
obligations.
8. Contractors are encouraged to participate in voluntary associations which assist in
fulfilling one or more of their affirmative action obligations (7a through 7p). The
efforts of a contractor association, joint contractor-union, contractor-community, or
other similar group of which the Contractor is a member and participant, may be
asserted as fulfilling any one or more of the obligations under 7a through 7p of this
Special Provision provided that the Contractor actively participates in the group,
makes every effort to assure that the group has a positive impact on the
employment of minorities and women in the industry, ensure that the concrete
benefits of the program are reflected in the Contractor's minority and female work-
force participation, makes a good faith effort to meet its individual goals and
timetables, and can provide access to documentation which demonstrate the
effectiveness of actions taken on behalf of the Contractor. The obligation to
comply, however, is the Contractor's and failure of such a group to fulfill an
obligation shall not be a defense for the Contractor's noncompliance.
9. A single goal for minorities and a separate single goal for women have been
established. The Contractor, however, is required to provide equal employment
opportunity and to take affirmative action for all minority groups, both male and
female, and all women, both minority and non-minority. Consequently, the
Contractor may be in violation of the Executive Order if a particular group is
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employed in substantially disparate manner (for example, even though the
Contractor has achieved its goals for women generally, the Contractor may be in
violation of the Executive Order if a specific minority group of women is
underutilized).
10. The Contractor shall not use the goals and timetables or affirmative action
standards to discriminate against any person because of race, color, religion, sex,
or national origin.
11. The Contractor shall not enter into any subcontract with any person or firm
debarred from Government contracts pursuant to Executive Order 11246.
12. The Contractor shall carry out such sanctions and penalties for violation of these
specifications and of the Equal Opportunity Clause, including suspensions,
terminations and cancellations of existing subcontracts as may be imposed or
ordered pursuant to Executive Order 11246, as amended, and its implementing
regulations by the Office of Federal Contract Compliance Programs. Any
Contractor who fails to carry out such sanctions and penalties shall be in violation
of these specifications and Executive Order 11246, as amended.
13. The Contractor, in fulfilling its obligations under these specifications, shall
implement specific affirmative action steps, at least as extensive as those
standards prescribed in paragraph 7 of this Special Provision, so as to achieve
maximum results from its efforts to ensure equal employment opportunity. If the
Contractor fails to comply with the requirements of the Executive Order, the
implementing regulations, or these specifications, the Director shall proceed in
accordance with 41 CFR 60-4.8.
14. The Contractor shall designate a responsible official to monitor all employment
related activity to ensure that the company EEO policy is being carried out, to
submit reports relating to the provisions hereof as may be required by the
government and to keep records. Records shall at least include, for each
employee, their name, address, telephone numbers, construction trade, union
affiliation if any, employee identification number when assigned, social security
number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer),
dates of changes in status, hours worked per week in the indicated trade, rate of
pay, and locations at which the work was performed. Records shall be maintained
in an easily understandable and retrievable form; however, to the degree that
existing records satisfy this requirement, the Contractors will not be required to
maintain separate records.15. Nothing herein provided shall be construed as a
limitation upon the application of
other laws which establish different standards of compliance or upon the
application of requirements for the hiring of local or other area residents (e.g., those
under the Public Works Employment Act of 1977 and the Community Development
Block Grant Program).
16. Additional assistance for Federal Construction Contractors on contracts
administered by Washington State Department of Transportation or by Local
Agencies may be found at:
Washington State Dept. of Transportation
Office of Equal Opportunity
PO Box 47314
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310 Maple Park Ave. SE
Olympia WA
98504-7314
Ph: 360-705-7090
Fax: 360-705-6801
http://www.wsdot.wa.gov/equalopportunity/default.htm
(December 19, 2019 APWA GSP, Option B)
Supplement this section with the following:
Disadvantaged Business Enterprise Participation
The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 and USDOT’s official
interpretations (i.e., Questions & Answers) apply to this Contract. Demonstrating compliance with
these Specifications is a Condition of Award (COA) of this Contract. Failure to comply with the
requirements of this Specification may result in your Bid being found to be nonresponsive resulting
in rejection or other sanctions as provided by Contract.
DBE Abbreviations and Definitions
Broker – A business firm that provides a bona fide service, such as professional, technical,
consultant or managerial services and assistance in the procurement of essential
personnel, facilities, equipment, materials, or supplies required for the performance of the
Contract; or, persons/companies who arrange or expedite transactions.
Certified Business Description – Specific descriptions of work the DBE is certified to
perform, as identified in the Certified Firm Directory, under the Vendor Information page.
Certified Firm Directory – A database of all Minority, Women, and Disadvantaged Business
Enterprises, including those identified as a UDBE, currently certified by Washington State.
The on-line Directory is available to Bidders for their use in identifying and soliciting interest
from DBE firms. The database is located under the Firm Certification section of the Diversity
Management and Compliance System web page at:
https://omwbe.diversitycompliance.com.
Commercially Useful Function (CUF) – 49 CFR 26.55(c)(1) defines commercially useful
function as: “A DBE performs a commercially useful function when it is responsible for
execution of the work of the contract and is carrying out its responsibilities by actually
performing, managing, and supervising the work involved. To perform a commercially
useful function, the DBE must also be responsible, with respect to materials and supplies
used on the contract, for negotiating price, determining quality and quantity, ordering the
material, and installing (where applicable) and paying for the material itself. To determine
whether a DBE is performing a commercially useful function, you must evaluate the amount
of work subcontracted, industry practices, whether the amount the firm is to be paid under
the contract is commensurate with the work it is actually performing and the DBE credit
claimed for its performance of the work, and other relevant factors.”
Disadvantaged Business Enterprise (DBE) – A business firm certified by the Washington
State Office of Minority and Women’s Business Enterprises, as meeting the criteria outlined
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in 49 CFR 26 regarding DBE certification. A Underutilized Disadvantaged Business
Enterprise (UDBE) firm is a subset of DBE.
Force Account Work – Work m easured and paid in accordance with Section 1-09.6.
Good Faith Efforts – Efforts to achieve the UDBE COA Goal or other requirements of this
part which, by their scope, intensity, and appropriateness to the objective, can reasonably
be expected to fulfill the program requirement.
Manufacturer (DBE) – A DBE firm that operates or maintains a factory or establishment
that produces on the premises the materials, supplies, articles, or equipment required
under the Contract. A DBE Manufacturer shall produce finished goods or products from
raw or unfinished material or purchase and substantially alters goods and materials to
make them suitable for construction use before reselling them.
Reasonable Fee (DBE) – For purposes of Brokers or service providers a reasonable fee shall
not exceed 5% of the total cost of the goods or services brokered.
Regular Dealer (DBE) – A DBE firm that owns, operates, or maintains a store, warehouse,
or other establishment in which the materials or supplies required for the performance of
a Contract are bought, kept in stock, and regularly sold to the public in the usual course of
business. To be a Regular Dealer, the DBE firm must be an established regular business that
engages in as its principal business and in its own name the purchase and sale of the
products in question. A Regular Dealer in such items as steel, cement, gravel, stone, and
petroleum products need not own, operate or maintain a place of business if it both owns
and operates distribution equipment for the products. Any supplementing of regular
dealers’ own distribution equipment shall be by long-term formal lease agreements and
not on an ad-hoc basis. Brokers, packagers, manufacturers’ representatives, or other
persons who arrange or expedite transactions shall not be regarded as Regular Dealers
within the meaning of this definition.
Underutilized Disadvantaged Business Enterprise (UDBE) – A DBE Firm that is
underutilized based on WSDOT’s Disparity Study.
UDBE Commitment – The dollar amount the Bidder indicates they will be subcontracting
to be applied towards the UDBE Condition of Award Goal as shown on the UDBE Utilization
Certification Form for each UDBE Subcontractor. This UDBE Commitment amount will be
incorporated into the Contract and shall be considered a Contract requirement. Any
changes to the UDBE Commitment require the Engineer’s approval.
UDBE Condition of Award (COA) Goal – An assigned numerical amount specified as a
percentage of the Contract. Initially, this is the minimum amount that the Bidder must
commit to by submission of the Utilization Certification Form and/or by Good Faith Effort
(GFE).
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UDBE COA Goal
The Contracting Agency has established a UDBE COA Goal for this Contract in the amount of:
three percent (3%) UDBE goal and zero (0) training hour.
Crediting DBE Participation
Subcontractors proposed as COA must be certified prior to the due date for bids on the Contract.
All non-COA DBE Subcontractors shall be certified before the subcontract on which they are
participating is executed.
DBE participation is only credited upon payment to the DBE.
The following are some definitions of what may be counted as DBE participation.
DBE Prime Contractor
Only take credit for that portion of the total dollar value of the Contract equal to the
distinct, clearly defined portion of the Work that the DBE Prime Contractor performs with
its own forces and is certified to perform.
DBE Subcontractor
Only take credit for that portion of the total dollar value of the subcontract that is equal to
the distinct, clearly defined portion of the Work that the DBE performs with its own forces
and is certified to perform. The value of work performed by the DBE includes the cost of
supplies and materials purchased by the DBE and equipment leased by the DBE, for its work
on the contract. Supplies, materials or equipment obtained by a DBE that are not utilized
or incorporated in the contract work by the DBE will not be eligible for DBE credit.
The supplies, materials, and equipment purchased or leased from the Contractor or its
affiliate, including any Contractor’s resources available to DBE subcontractors at no cost,
shall not be credited.
DBE credit will not be given in instances where the equipment lease includes the operator.
The DBE is expected to operate the equipment used in the performance of its work under
the contract with its own forces. Situations where equipment is leased and used by the
DBE, but payment is deducted from the Contractor’s payment to the DBE is not allowed.
When the subcontractor is part of a UDBE Commitment, the following apply:
1. If a UDBE subcontracts a portion of the Work of its contract to another firm, the
value of the subcontracted Work may be counted toward the UDBE COA Goal only
if the Lower-Tier Subcontractor is also a UDBE.
2. Work subcontracted to a Lower-Tier Subcontractor that is a DBE, but not a UDBE,
may be counted as DBE participation but not counted toward the UDBE COA Goal.
3. Work subcontracted to a non-DBE does not count towards the UDBE COA Goal nor
DBE participation.
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DBE Subcontract and Lower Tier Subcontract Documents
There must be a subcontract agreement that complies with 49 CFR Part 26 and fully
describes the distinct elements of Work committed to be performed by the DBE.
DBE Service Provider
The value of fees or commissions charged by a DBE firm behaving in a manner of a Broker,
or another service provider for providing a bona fide service, such as professional,
technical, consultant, managerial services, or for providing bonds or insurance specifically
required for the performance of the contract will only be credited as DBE participation, if
the fee/commission is determined by the Contracting Agency to be reasonable and the firm
has performed a CUF.
Force Account Work
When the Bidder elects to utilize force account Work to meet the UDBE COA Goal, as
demonstrated by listing this force account Work on the UDBE Utilization Certification Form,
for the purposes of meeting UDBE COA Goal, only 50% of the Proposal amount shall be
credited toward the Bidder’s Commitment to meet the UDBE COA Goal.
One hundred percent of the actual amounts paid to the DBE for the force account Work
shall be credited towards UDBE COA Goal or DBE participation.
Temporary Traffic Control
If the DBE firm is being utilized in the capacity of only “Flagging”, the DBE firm must provide
a Traffic Control Supervisor (TCS) and flagger, which are under the direct control of the DBE.
The DBE firm shall also provide all flagging equipment (e.g. paddles, hard hats, and vests).
If the DBE firm is being utilized in the capacity of “Traffic Control Services”, the DBE firm
must provide a TCS, flaggers, and traffic control items (e.g., cones, barrels, signs, etc.) and
be in total control of all items in implementing the traffic control for the project.
Trucking
DBE trucking firm participation may only be credited as DBE participation for the value of
the hauling services, not for the materials being hauled unless the trucking firm is also
certified as a supplier of those materials. In situations where the DBE’s work is priced per
ton, the value of the hauling service must be calculated separately from the value of the
materials in order to determine DBE credit for hauling
The DBE trucking firm must own and operate at least one licensed, insured and operational
truck on the contract. The truck must be of the type that is necessary to perform the
hauling duties required under the contract. The DBE receives credit for the value of the
transportation services it provides on the Contract using trucks it owns or leases, licenses,
insures, and operates with drivers it employs.
The DBE may lease additional trucks from another DBE firm. The DBE who leases additional
trucks from another DBE firm receives credit for the value of the transportation services
the lessee DBE provides on the Contract.
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The trucking Work subcontracted to any non-DBE trucking firm will not receive credit for
Work done on the project.
The DBE may lease trucks from a truck leasing company (recognized truck rental center),
but can only receive credit towards DBE participation if the DBE uses its own employees as
drivers.
DBE Manufacturer and DBE Regular Dealer
One hundred percent (100%) of the cost of the manufactured product obtained from a DBE
manufacturer can count as DBE participation. If the DBE manufacturer is a UDBE,
participation may count towards the UDBE COA Goal.
Sixty percent (60%) of the cost of materials or supplies purchased from a DBE Regular
Dealer may be credited as DBE Participation. If the role of the DBE Regular Dealer is
determined to be that of a Broker, then DBE credit shall be limited to the fee or commission
it receives for its services. Regular Dealer status and the amount of credit is determined
on a Contract-by-Contract basis. If the DBE regular dealer is a UDBE, participation may
count towards the UDBE COA Goal.
DBE firms proposed to be used as a Regular Dealer must be approved before being listed
as a COA/used on a project. The WSDOT Approved Regular Dealer list published on
WSDOT’s Office of Equal Opportunity (OEO) web site must include the specific project for
which approval is being requested. For purposes of the UDBE COA Goal participation, the
Regular Dealer must submit the Regular Dealer Status Request form a minimum of five
calendar days prior to bid opening.
Purchase of materials or supplies from a DBE which is neither a manufacturer nor a regular
dealer, (i.e. Broker) only the fees or commissions charged for assistance in the procurement
of the materials and supplies, or fees or transportation charges for the delivery of materials
or supplies required on a job site, can count as DBE participation provided the fees are not
excessive as compared with fees customarily allowed for similar services. Documentation
will be required to support the fee/commission charged by the DBE. The cost of the
materials and supplies themselves cannot be counted toward as DBE participation.
Note: Requests to be listed as a Regular Dealer will only be processed if the requesting
firm is a material supplier certified by the Office of Minority and Women’s
Business Enterprises in a NAICS code that falls within the 42XXXX NAICS
Wholesale code section.
Underutilized Disadvantaged Business Enterprise Utilization
The requirements of this section apply to projects with a UDBE COA Goal. To be eligible for award
of the Contract, the Bidder shall properly complete and submit an Underutilized Disadvantaged
Business Enterprise (UDBE) Utilization Certification with the Bidder’s sealed Bid Proposal, as
specified in Section 1-02.9 Delivery of Proposal. The Bidder’s UDBE Utilization Certification must
clearly demonstrate how the Bidder intends to meet the UDBE COA Goal. A UDBE Utilization
Certification (WSDOT Form 272-056U) is included in the Proposal package for this purpose as
well as instructions on how to properly fill out the form.
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The Bidder is advised that the items listed below when listed in the Utilization Certification must
have their amounts reduced to the percentages shown and those reduced amounts will be the
amount applied towards meeting the UDBE COA Goal.
• Force account at 50%
• Regular dealer at 60%
In the event of arithmetic errors in completing the UDBE Utilization Certification, the amount
listed to be applied towards the UDBE COA Goal for each UDBE shall govern and the UDBE total
amount shall be adjusted accordingly.
Note: The Contracting Agency shall consider as non-responsive and shall reject any Bid
Proposal submitted that does not contain a UDBE Utilization Certification Form
that accurately demonstrates how the Bidder intends to meet the UDBE COA Goal.
Underutilized Disadvantaged Business Enterprise Written Confirmation Document(s)
The requirements of this section apply to projects with a UDBE COA Goal. The Bidder shall
submit an Underutilized Disadvantaged Business Enterprise (UDBE) Written Confirmation
Document (completed and signed by the UDBE) for each UDBE firm listed in the Bidder’s
completed UDBE Utilization Certification submitted with the Bid. Failure to do so will result in
the associated participation being disallowed, which may cause the Bid to be determined to be
nonresponsive resulting in Bid rejection.
The Confirmation Documents provide confirmation from the UDBEs that they are participating
in the Contract as provided in the Bidder’s Commitment. The Confirmation Documents must be
consistent with the Utilization Certification.
A UDBE Written Confirmation Document (WSDOT Form 422-031U) is included in the Proposal
package for this purpose.
The form(s) shall be received as specified in the special provisions for Section 1-02.9 Delivery of
Proposal.
It is prohibited for the Bidder to require a UDBE to submit a Written Confirmation Document
with any part of the form left blank. Should the Contracting Agency determine that an
incomplete Written Confirmation Document was signed by a UDBE, the validity of the document
comes into question. The associated UDBE participation may not receive credit.
Selection of Successful Bidder/Good Faith Efforts (GFE)
The requirements of this section apply to projects with a UDBE COA Goal. The successful Bidder
shall be selected on the basis of having submitted the lowest responsive Bid, which
demonstrates a good faith effort to achieve the UDBE COA Goal. The Contracting Agency, at any
time during the selection process, may request a breakdown of the bid items and amounts that
are counted towards the overall contract goal for any of the UDBEs listed on the UDBE Utilization
Certification.
Achieving the UDBE COA Goal may be accomplished in one of two ways:
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1. By meeting the UDBE COA Goal
Submission of the UDBE Utilization Certification, supporting UDBE Written
Confirmation Document(s) showing the Bidder has obtained enough UDBE
participation to meet or exceed the UDBE COA Goal, the UDBE Bid Item Breakdown
and the UDBE Trucking Credit Form, if applicable.
2. By documentation that the Bidder made adequate GFE to meet the UDBE COA Goal
The Bidder may demonstrate a GFE in whole or part through GFE documentation
ONLY IN THE EVENT a Bidder’s efforts to solicit sufficient UDBE participation have
been unsuccessful. The Bidder must supply GFE documentation in addition to the
UDBE Utilization Certification, supporting UDBE Written Confirmation Document(s),
the UDBE Bid Item Breakdown form and the UDBE Trucking Credit Form, if applicable.
Note: In the case where a Bidder is awarded the contract based on demonstrating
adequate GFE, the advertised UDBE COA Goal will not be reduced. The Bidder
shall demonstrate a GFE during the life of the Contract to attain the advertised
UDBE COA Goal.
GFE documentation, the UDBE Bid Item Breakdown form, and the UDBE Trucking Credit Form,
if applicable, shall be submitted as specified in Section 1-02.9.
The Contracting Agency will review the GFE documentation and will determine if the Bidder
made an adequate good faith effort.
Good Faith Effort (GFE) Documentation
GFE is evaluated when:
1. Determining award of a Contract that has COA goal,
2. When a COA UDBE is terminated and substitution is required, and
3. Prior to Physical Completion when determining whether the Contractor has satisfied
its UDBE commitments.
49 CFR Part 26, Appendix A is intended as general guidance and does not, in itself, demonstrate
adequate good faith efforts. The following is a list of types of actions, which would be considered
as part of the Bidder’s GFE to achieve UDBE participation. It is not intended to be a mandatory
checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may
be relevant in appropriate cases.
1. Soliciting through all reasonable and available means (e.g. attendance at pre-bid
meetings, advertising and/or written notices) the interest of all certified UDBEs who
have the capability to perform the Work of the Contract. The Bidder must solicit this
interest within sufficient time to allow the UDBEs to respond to the solicitation. The
Bidder must determine with certainty if the UDBEs are interested by taking
appropriate steps to follow up initial solicitations.
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2. Selecting portions of the Work to be performed by UDBEs in order to increase the
likelihood that the UDBE COA Goal will be achieved. This includes, where appropriate,
breaking out contract Work items into economically feasible units to facilitate UDBE
participation, even when the Bidder might otherwise prefer to perform these Work
items with its own forces.
3. Providing interested UDBEs with adequate information about the Plans,
Specifications, and requirements of the Contract in a timely manner to assist them in
responding to a solicitation.
a. Negotiating in good faith with interested UDBEs. It is the Bidder’s responsibility
to make a portion of the Work available to UDBE subcontractors and suppliers
and to select those portions of the Work or material needs consistent with the
available UDBE subcontractors and suppliers, so as to facilitate UDBE
participation. Evidence of such negotiation includes the names, addresses, and
telephone numbers of UDBEs that were considered; a description of the
information provided regarding the Plans and Specifications for the Work
selected for subcontracting; and evidence as to why additional agreements could
not be reached for UDBEs to perform the Work.
b. A Bidder using good business judgment would consider a number of factors in
negotiating with subcontractors, including DBE subcontractors, and would take
a firm’s price and capabilities as well as the UDBE COA Goal into consideration.
However, the fact that there may be some additional costs involved in finding
and using UDBEs is not in itself sufficient reason for a Bidder’s failure to meet
the UDBE COA Goal, as long as such costs are reasonable. Also, the ability or
desire of a Bidder to perform the Work of a Contract with its own organization
does not relieve the Bidder of the responsibility to make Good Faith Efforts.
Bidders are not, however, required to accept higher quotes from UDBEs if the
price difference is excessive or unreasonable.
4. Not rejecting UDBEs as being unqualified without sound reasons based on a thorough
investigation of their capabilities. The Bidder’s standing within its industry,
membership in specific groups, organizations, or associations and political or social
affiliations (for example union vs. non-union employee status) are not legitimate
causes for the rejection or non-solicitation of bids in the Bidder’s efforts to meet the
UDBE COA Goal.
5. Making efforts to assist interested UDBEs in obtaining bonding, lines of credit, or
insurance as required by the recipient or Bidder.
6. Making efforts to assist interested UDBEs in obtaining necessary equipment, supplies,
materials, or related assistance or services.
7. Effectively using the services of available minority/women community organizations;
minority/women contractors’ groups; local, State, and Federal minority/women
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business assistance offices; and other organizations as allowed on a case-by-case
basis to provide assistance in the recruitment and placement of UDBEs.
8. Documentation of GFE must include copies of each UDBE and non-DBE subcontractor
quotes submitted to the Bidder when a non-DBE subcontractor is selected over a
UDBE for Work on the Contract. (ref. updated DBE regulations – 26.53(b)(2)(vi) &
App. A)
Administrative Reconsideration of GFE Documentation
A Bidder has the right to request reconsideration if the GFE documentation submitted with their
Bid was determined to be inadequate.
• The Bidder must request within 48 hours of notification of being nonresponsive or
forfeit the right to reconsideration.
• The reconsideration decision on the adequacy of the Bidder’s GFE documentation
shall be made by an official who did not take part in the original determination.
• Only original GFE documentation submitted as a supplement to the Bid shall be
considered. The Bidder shall not introduce new documentation at the reconsideration
hearing.
• The Bidder shall have the opportunity to meet in person with the official for the
purpose of setting forth the Bidder’s position as to why the GFE documentation
demonstrates a sufficient effort.
• The reconsideration official shall provide the Bidder with a written decision on
reconsideration within five working days of the hearing explaining the basis for their
finding.
UDBE Bid Item Breakdown
The Bidder shall submit a UDBE Bid Item Breakdown Form (WSDOT Form 272-054) as specified
in the Special Provisions for Section 1-02.9, Delivery of Proposal.
UDBE Trucking Credit Form
The Bidder shall submit a UDBE Trucking Credit Form (WSDOT Form 272-058), as specified in the
Special Provisions for Section 1-02.9, Delivery of Proposal.
Note: The UDBE Trucking Credit Form is only required for a UDBE Firm listed on the
UDBE Utilization Certification as a subcontractor for “Trucking” or “Hauling” and
are performing a part of a bid item. For example, if the item of Work is Structure
Excavation including Haul, and another firm is doing the excavation and the UDBE
Trucking firm is doing the haul, the form is required. For a UDBE subcontractor
that is responsible for an entire item of work that may require some use of trucks,
the form is not required.
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Procedures between Award and Execution
After Award and prior to Execution, the Contractor shall provide the additional information
described below. Failure to comply shall result in the forfeiture of the Bidder’s Proposal bond
or deposit.
1. A list of all firms who submitted a bid or quote in attempt to participate in this project
whether they were successful or not. Include the business name and mailing address.
Note: The firms identified by the Contractor may be contacted by the Contracting
Agency to solicit general information as follows: age of the firm and average of its
gross annual receipts over the past three years.
Procedures after Execution
Commercially Useful Function (CUF)
The Contractor may only take credit for the payments made for Work performed by a DBE
that is determined to be performing a CUF. Payment must be commensurate with the work
actually performed by the DBE. This applies to all DBEs performing Work on a project,
whether or not the DBEs are COA, if the Contractor wants to receive credit for their
participation. The Engineer will conduct CUF reviews to ascertain whether DBEs are
performing a CUF. A DBE performs a CUF when it is carrying out its responsibilities of its
contract by actually performing, managing, and supervising the Work involved. The DBE
must be responsible for negotiating price; determining quality and quantity; ordering the
material, installing (where applicable); and paying for the material itself. If a DBE does not
perform “all” of these functions on a furnish-and-install contract, it has not performed a
CUF and the cost of materials cannot be counted toward UDBE COA Goal. Leasing of
equipment from a leasing company is allowed. However, leasing/purchasing equipment
from the Contractor is not allowed. Lease agreements shall be provided prior to the
Subcontractor beginning Work. Any use of the Contractor’s equipment by a DBE may not
be credited as countable participation.
The DBE does not perform a CUF if its role is limited to that of an extra participant in a
transaction, contract, or project through which the funds are passed in order to obtain the
appearance of DBE participation.
In order for a DBE traffic control company to be considered to be performing a CUF, the
DBE must be in control of its work inclusive of supervision. The DBE shall employ a Traffic
Control Supervisor who is directly involved in the management and supervision of the
traffic control employees and services.
The following are some of the factors that the Engineer will use in determining whether a
DBE trucking company is performing a CUF:
• The DBE shall be responsible for the management and supervision of the entire
trucking operation for which it is responsible on the contract. The owner
demonstrates business related knowledge, shows up on site and is determined
to be actively running the business.
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• The DBE itself shall own and operate at least one fully licensed, insured, and
operational truck used on the Contract. The drivers of the trucks owned and
leased by the DBE must be exclusively employed by the DBE and reflected on the
DBE’s payroll.
• Lease agreements for trucks shall indicate that the DBE has exclusive use of and
control over the truck(s). This does not preclude the leased truck from working
for others provided it is with the consent of the DBE and the lease provides the
DBE absolute priority for use of the leased truck.
• Leased trucks shall display the name and identification number of the DBE.
UDBE/DBE/FSBE Truck Unit Listing Log
In addition to the subcontracting requirements of Section 1-08.1, each DBE trucking firm
shall submit supplemental information consisting of a completed Primary UDBE/DBE/FSBE
Truck Unit Listing Log (WSDOT Form 350-077), copy of vehicle registrations, and all
Rental/Lease agreements (if applicable). The supplemental information shall be submitted
to the Engineer prior to any trucking services being performed for DBE credit. Incomplete
or incorrect supplemental information will be returned for correction. The corrected
Primary UDBE/DBE/FSBE Truck Unit Listing Log and any Updated Primary UDBE/DBE/FSBE
Truck Unit Listing Logs shall be submitted and accepted by the Engineer no later than ten
calendar days of utilizing applicable trucks. Failure to submit or update the DBE Truck Unit
Listing Log may result in trucks not being credited as DBE participation.
Each DBE trucking firm shall complete a Daily UDBE/DBE/FSBE Trucking Unit Listing Log for
each day that the DBE performs trucking services for DBE credit. The Daily UDBE/DBE/FSBE
Trucking Unit Listing Log forms shall be submitted to the Engineer by Friday of the week
after the work was performed.
Joint Checking
A joint check is a check between a Subcontractor and the Contractor to the supplier of
materials/supplies. The check is issued by the Contractor as payer to the Subcontractor and
the material supplier jointly for items to be incorporated into the project. The DBE must
release the check to the supplier, while the Contractor acts solely as the guarantor.
A joint check agreement must be approved by the Engineer and requested by the DBE
involved using the DBE Joint Check Request Form (form # 272-053) prior to its use. The
form must accompany the DBE Joint Check Agreement between the parties involved,
including the conditions of the arrangement and expected use of the joint checks.
The approval to use joint checks and the use will be closely monitored by the Engineer. To
receive DBE credit for performing a CUF with respect to obtaining materials and supplies,
a DBE must “be responsible for negotiating price, determining quality and quantity,
ordering the material, installing and paying for the material itself.” The Contractor shall
submit DBE Joint Check Request Form for the Engineer approval prior to using a joint check.
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Material costs paid by the Contractor directly to the material supplier are not allowed. If
proper procedures are not followed or the Engineer determines that the arrangement
results in lack of independence for the DBE involved, no DBE credit will be given for the
DBE’s participation as it relates to the material cost.
Prompt Payment
Prompt payment to all subcontractors shall be in accordance with Section 1-08.1. Prompt
payment requirements apply to progress payments as well as return of retainage.
Subcontracts
Prior to a DBE performing Work on the Contract, an executed subcontract between the DBE
and the Contractor shall be submitted to the Engineer. The executed subcontracts shall be
submitted by email to the following email address
*** NWRegionOEO@wsdot.wa.gov***
The prime contractor shall notify the Engineer in writing within five calendar days of
subcontract submittal.
Reporting
The Contractor and all subcontractors/suppliers/service providers that utilize DBEs to
perform work on the project, shall maintain appropriate records that will enable the
Engineer to verify DBE participation throughout the life of the project.
Refer to Section 1-08.1 for additional reporting requirements associated with this contract.
Changes in COA Work Committed to UDBE
The Contractor shall utilize the COA UDBEs to perform the work and supply the materials for
which each is committed unless approved by the Engineer. The Contractor shall not be entitled
to any payment for work or material completed by the Contractor or subcontractors that was
committed to be completed by the COA UDBEs.
Owner Initiated Changes
Where the Engineer makes changes that result in changes to Work that was committed to
a COA UDBE. The Contractor may be directed to substitute for the Work in such instances.
Contractor Initiated Changes
The Contractor cannot reduce the amount of work committed to a COA UDBE without good
cause. Reducing UDBE Commitment is viewed as partial UDBE termination, and therefore
subject to the termination procedures below.
Original Quantity Underruns
In the event that Work committed to a UDBE firm as part of the COA underruns the original
planned quantities the Contractor may be required to substitute other remaining Work to
another UDBE.
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Contractor Proposed DBE Substitutions
Requests to substitute a COA UDBE must be for good cause (see UDBE termination process
below), and requires prior written approval of the Engineer. After receiving a termination
with good cause approval, the Contractor may only replace a UDBE with another certified
UDBE. When any changes between Contract Award and Execution result in a substitution
of COA UDBE, the substitute UDBE shall be certified prior to the bid opening on the
Contract.
UDBE Termination
Termination of a COA UDBE (or an approved substitute UDBE) is only allowed in whole or
in part with prior written approval of the Engineer. If the Contractor terminates a COA UDBE
without the written approval of the Engineer, the Contractor shall not be entitled to credit
towards the UDBE COA Goal for any payment for work or material performed/supplied by
the COA UDBE. In addition, sanctions may apply as described elsewhere in this
specification.
The Contractor must have good cause to terminate a COA UDBE.
Good cause typically includes situations where the UDBE Subcontractor is unable or
unwilling to perform the work of its subcontract. Good cause may exist if:
• The UDBE fails or refuses to execute a written contract.
• The UDBE fails or refuses to perform the Work of its subcontract in a way
consistent with normal industry standards.
• The UDBE fails or refuses to meet the Contractor’s reasonable nondiscriminatory
bond requirements.
• The UDBE becomes bankrupt, insolvent, or exhibits credit unworthiness.
• The UDBE is ineligible to work on public works projects because of suspension
and debarment proceedings pursuant to federal law or applicable State law.
• The UDBE voluntarily withdraws from the project, and provides written notice of
its withdrawal.
• The UDBE’s work is deemed unsatisfactory by the Engineer and not in
compliance with the Contract.
• The UDBE’s owner dies or becomes disabled with the result that the UDBE is
unable to complete its Work on the Contract.
Good cause does not exist if:
• The Contractor seeks to terminate a COA UDBE so that the Contractor can self-
perform the Work.
• The Contractor seeks to terminate a COA UDBE so the Contractor can substitute
another DBE contractor or non-DBE contractor after Contract Award.
• The failure or refusal of the COA UDBE to perform its Work on the subcontract
results from the bad faith or discriminatory action of the Contractor (e.g., the
failure of the Contractor to make timely payments or the unnecessary placing of
obstacles in the path of the UDBE’s Work).
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Prior to requesting termination, the Contractor shall give notice in writing to the UDBE with
a copy to the Engineer of its intent to request to terminate UDBE Work and the reasons for
doing so. The UDBE shall have five (5) days to respond to the Contractor’s notice. The
UDBE’s response shall either support the termination or advise the Engineer and the
Contractor of the reasons it objects to the termination of its subcontract.
When a COA UDBE is terminated, or fails to complete its work on the Contract for any
reason, the Contractor shall substitute with another UDBE or provide documentation of
GFE. A plan to achieve the COA UDBE Commitment shall be submitted to the Engineer
within 2 days of the approval of termination or the Contract shall be suspended until such
time the substitution plan is submitted.
Decertification
When a DBE is “decertified” from the DBE program during the course of the Contract, the
participation of that DBE shall continue to count as DBE participation as long as the
subcontract with the DBE was executed prior to the decertification notice. The Contractor
is obligated to substitute when a DBE does not have an executed subcontract agreement
at the time of decertification.
Consequences of Non-Compliance
Breach of Contract
Each contract with a Contractor (and each subcontract the Contractor signs with a
Subcontractor) must include the following assurance clause:
The Contractor, subrecipient, or Subcontractor shall not discriminate on the basis of race,
color, national origin, or sex in the performance of this contract. The Contractor shall carry
out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-
assisted contracts. Failure by the Contractor to carry out these requirements is a material
breach of this Contract, which may result in the termination of this Contract or such other
remedy as the recipient deems appropriate, which may include, but is not limited to:
(1) Withholding monthly progress payments;
(2) Assessing sanctions;
(3) Liquidated damages; and/or
(4) Disqualifying the Contractor from future bidding as non-responsible.
Notice
If the Contractor or any Subcontractor, Consultant, Regular Dealer, or service provider is
deemed to be in non-compliance, the Contractor will be informed in writing, by certified
mail by the Engineer that sanctions will be imposed for failure to meet the UDBE COA
Commitment and/or submit documentation of good faith efforts. The notice will state the
specific sanctions to be imposed which may include impacting a Contractor or other entity’s
ability to participate in future contracts.
Sanctions
If it is determined that the Contractor’s failure to meet all or part of the UDBE COA Commitment
is due to the Contractor’s inadequate good faith efforts throughout the life of the Contract,
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including failure to submit timely, required Good Faith Efforts information and documentation,
the Contractor may be required to pay DBE penalty equal to the amount of the unmet
Commitment, in addition to the sanctions outlined in Section 1-07.11(5).
Payment
Compensation for all costs involved with complying with the conditions of this Specification and
any other associated DBE requirements is included in payment for the associated Contract items
of Work, except otherwise provided in the Specifications.
1-07.12 Federal Agency Inspection
Section 1-07.12 is supplemented with the following:
(January 25, 2016, WSDOT GSP, Option 1)
Required Federal Aid Provisions
The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised May 1,
2012 and the amendments thereto supersede any conflicting provisions of the Standard
Specifications and are made a part of this Contract; provided, however, that if any of the provisions
of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington
State Law shall prevail.
The provisions of FHWA 1273, as amended, included in this Contract require that the Contractor
insert the FHWA 1273 and amendments thereto in each Subcontract, together with the wage rates
which are part of the FHWA 1273, as amended. Also, a clause shall be included in each Subcontract
requiring the Subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier
Subcontracts, together with the wage rates. The Contractor shall also ensure that this section,
REQUIRED FEDERAL AID PROVISIONS, is inserted in each Subcontract for Subcontractors and lower
tier Subcontractors. For this purpose, upon request to the Engineer, the Contractor will be provided
with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this
Special Provision.
1-07.17 Utilities and Similar Facilities
(April 2, 2007, WSDOT GSP, Option 2)
Locations and dimensions shown in the Plans for existing facilities are in accordance with available
information obtained without uncovering, measuring, or other verification.
Public and private utilities, or their Contractors, will furnish all work necessary to adjust, relocate,
replace, or construct their facilities unless otherwise provided for in the Plans or these Special
Provisions. Such adjustment, relocation, replacement, or construction will be done during the
prosecution of the work for this project. It is anticipated that utility adjustment, relocation,
replacement or construction within the project limits will be completed as follows:
• None
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The following addresses and telephone numbers of utility companies or their Contractors that will be
adjusting, relocating, replacing or constructing utilities within the project limits are supplied for the
Contractor's use:
Puget Sound Energy (electric)
Contact: Hong Nguyen
Hong.Nguyen@pse.com
Cell: 425-449-6609
Puget Sound Energy (gas)
Contact: Glenn Helton
Glenn.Helton@pse.com
Cell: 425-559-4647
Comcast Cable
Contact: James Cohn
James_Cohn@comcast.com
Phone: 253-569-0636
CenturyLink Communications
Contact: Jesse Patjens
Jesse_patigens@centurylink.com
Phone: 425-429-5722
Renton – Information Services
(City-owned Fiber Optic)
1055 South Grady Way
Renton, WA 98057
Phone: 425-430-6870
Renton – Traffic Signal and Sign Shop
Contact: Eric Cutshall
3555 NE 2nd Street
Renton, WA 98056
Phone: 425-430-7423
dsherer@rentonwa.gov
Renton School District
(District owned Fiber Optic)
Contact: Steve Lewey
16250 NE 74th St
Redmond WA 98052
Phone: 425-936-1386
Renton – Water Maintenance
Contact: George Stahl or Ray Sled
3555 NE 2nd Street
Renton, WA 98056
Phone: 425-430-7400
gstahl@rentonwa.gov or
rsled@rentonwa.gov
Renton – Stormwater Maintenance
Contact: Nathan Nelson or Stan Job
3555 NE 2nd Street
Renton, WA 98056
Phone: 425-430-7400
nnelson@rentonwa.gov or
sjob@rentonwa.gov
Patrick Zellner
Street Maintenance Section & Solid Waste Manager
City of Renton
Public Works Maintenance Services
425-430-7400
425-766-6181 Cell
(******)
Utility Potholing
Potholing is included as a bid item for use in determining the location of existing utilities not
potholed by the City in advance of the Contractor’s operations. The Contractor shall submit
any potholing request to the Engineer for approval, at least 2 working days before potholing
is scheduled. Initial potholing shall occur prior initiation of work. Additionally, the Contractor shall
provide potholing at Engineer’s request during construction.
In no way shall the work described under Utility Potholing relieve Contractor of any of the
responsibilities described in Section 1-07.17 of the Standard Specifications and Special
Provisions, and elsewhere in the Contract Documents.
Payment
Payment will be made at the discretion of Engineer, for the following bid item(s) in accordance
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with Section 1-04.1(1) of the Standard Specifications and these Special Provisions:
Utility Potholing per Each
1-07.18 Public Liability and Property Damage Insurance
Delete this section in its entirety, and replace it with the following:
1-07.18 Insurance
(January 4, 2016 APWA GSP)
1-07.18(1) General Requirements
A. The Contractor shall procure and maintain the insurance described in all subsections of section 1-
07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VII
and licensed to do business in the State of Washington. The Contracting Agency reserves the right to
approve or reject the insurance provided, based on the insurer’s financial condition.
B. The Contractor shall keep this insurance in force without interruption from the commencement of
the Contractor’s Work through the term of the Contract and for thirty (30) days after the Physical
Completion date, unless otherwise indicated below.
C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent
renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage
is claims made, and state the retroactive date. Claims-made form coverage shall be maintained by
the Contractor for a minimum of 36 months following the Completion Date or earlier termination of
this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal.
If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the
Contractor shall purchase an extended reporting period (“tail”) or execute another form of guarantee
acceptable to the Contracting Agency to assure financial responsibility for liability for services
performed.
D. The Contractor’s Automobile Liability, Commercial General Liability and Excess or Umbrella Liability
insurance policies shall be primary and non-contributory insurance as respects the Contracting
Agency’s insurance, self-insurance, or self-insured pool coverage. Any insurance, self-insurance, or
self-insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor’s
insurance and shall not contribute with it.
E. The Contractor shall provide the Contracting Agency and all additional insureds with written notice of
any policy cancellation, within two business days of their receipt of such notice.
F. The Contractor shall not begin work under the Contract until the required insurance has been
obtained and approved by the Contracting Agency
G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material
breach of contract, upon which the Contracting Agency may, after giving five business days’ notice to
the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure
or renew such insurance and pay any and all premiums in connection therewith, with any sums so
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expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the
Contracting Agency, offset against funds due the Contractor from the Contracting Agency.
H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract
and no additional payment will be made.
1-07.18(2) Additional Insured
All insurance policies, with the exception of Workers Compensation, and of Professional Liability and
Builder’s Risk (if required by this Contract) shall name the following listed entities as additional insured(s)
using the forms or endorsements required herein:
the Contracting Agency and its officers, elected officials, employees, agents, and volunteers
Concord Engineering
Cowling & Co. LLC
Gray & Obsorne
The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by
the Contractor, irrespective of whether such limits maintained by the Contractor are greater than those
required by this Contract, and irrespective of whether the Certificate of Insurance provided by the
Contractor pursuant to 1-07.18(4) describes limits lower than those maintained by the Contractor.
For Commercial General Liability insurance coverage, the required additional insured endorsements shall
be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed
operations.
1-07.18(3) Subcontractors
The Contractor shall cause each Subcontractor of every tier to provide insurance coverage that complies
with all applicable requirements of the Contractor-provided insurance as set forth herein, except the
Contractor shall have sole responsibility for determining the limits of coverage required to be obtained by
Subcontractors.
The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 1-07.18(2) as
additional insureds, and provide proof of such on the policies as required by that section as detailed in 1-
07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and CG 20
37 10 01 for completed operations.
Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency evidence
of insurance and copies of the additional insured endorsements of each Subcontractor of every tier as
required in 1-07.18(4) Verification of Coverage.
1-07.18(4) Verification of Coverage
The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for
each policy of insurance meeting the requirements set forth herein when the Contractor delivers the
signed Contract for the work. Failure of Contracting Agency to demand such verification of coverage with
these insurance requirements or failure of Contracting Agency to identify a deficiency from the insurance
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documentation provided shall not be construed as a waiver of Contractor’s obligation to maintain such
insurance.
Verification of coverage shall include:
1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent.
2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) as
additional insured(s), showing the policy number. The Contractor may submit a copy of any blanket
additional insured clause from its policies instead of a separate endorsement.
3. Any other amendatory endorsements to show the coverage required herein.
4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these
requirements – actual endorsements must be submitted.
Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a full
and certified copy of the insurance policy(s). If Builders Risk insurance is required on this Project, a full
and certified copy of that policy is required when the Contractor delivers the signed Contract for the work.
1-07.18(5) Coverages and Limits
The insurance shall provide the minimum coverages and limits set forth below. Contractor’s maintenance
of insurance, its scope of coverage, and limits as required herein shall not be construed to limit the liability
of the Contractor to the coverage provided by such insurance, or otherwise limit the Contracting Agency’s
recourse to any remedy available at law or in equity.
All deductibles and self-insured retentions must be disclosed and are subject to approval by the
Contracting Agency. The cost of any claim payments falling within the deductible or self-insured retention
shall be the responsibility of the Contractor. In the event an additional insured incurs a liability subject to
any policy’s deductibles or self-insured retention, said deductibles or self-insured retention shall be the
responsibility of the Contractor.
1-07.18(5)A Commercial General Liability
Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO
occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop
gap liability, independent contractors, products-completed operations, personal and advertising injury,
and liability assumed under an insured contract. There shall be no exclusion for liability arising from
explosion, collapse or underground property damage.
The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate
limit, using ISO form CG 25 03 05 09 or an equivalent endorsement.
Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor’s
completed operations for at least three years following Substantial Completion of the Work.
Such policy must provide the following minimum limits:
$1,000,000 Each Occurrence
$2,000,000 General Aggregate
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$2,000,000 Products & Completed Operations Aggregate
$1,000,000 Personal & Advertising Injury each offence
$1,000,000 Stop Gap / Employers’ Liability each accident
1-07.18(5)B Automobile Liability
Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be written on a
coverage form at least as broad as ISO form CA 00 01. If the work involves the transport of pollutants, the
automobile liability policy shall include MCS 90 and CA 99 48 endorsements.
Such policy must provide the following minimum limit:
$1,000,000 Combined single limit each accident
1-07.18(5)C Workers’ Compensation
The Contractor shall comply with Workers’ Compensation coverage as required by the Industrial Insurance
laws of the State of Washington.
1-07.23 Public Convenience and Safety
1-07.23(1) Construction Under Traffic
Section 1-07.23(1) is further supplemented with the following:
(February 3, 2020, WSDOT GSP, Option 2)
Work Zone Clear Zone
The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies
only to temporary roadside objects introduced by the Contractor’s operations and does not apply to
preexisting conditions or permanent Work. Those work operations that are actively in progress shall
be in accordance with adopted and approved Traffic Control Plans, and other contract requirements.
During nonworking hours equipment or materials shall not be within the WZCZ unless they are
protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete
barrier shall be permitted only if the Engineer approves the installation and location.
During actual hours of work, unless protected as described above, only materials absolutely necessary
to construction shall be within the WZCZ and only construction vehicles absolutely necessary to
construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the
roadway.
The Contractor's nonessential vehicles and employees’ private vehicles shall not be permitted to park
within the WZCZ at any time unless protected as described above.
Deviation from the above requirements shall not occur unless the Contractor has requested the
deviation in writing and the Engineer has provided written approval.
Minimum WZCZ distances are measured from the edge of traveled way and will be determined as
follows:
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Regulatory
Posted Speed
Distance from
Traveled Way
(Feet)
35 mph or less 10
40 mph 15
45 to 50 mph 20
55 to 60 mph 30
65 mph or greater 35
Minimum Work Zone Clear Zone Distance
(******)
Lane closures are subject to the following restrictions:
The Contractor may use the traffic control plan provided in the contract plans, or may choose to
develop modified traffic control plans. Should the contractor choose to provide a modified traffic
control plan, it shall comply with the requirements of Section 1-10.2(2) of the Standard
Specifications and follow the guidelines.
The Contractor shall submit the project specific Traffic Control Plan (TCP) to the Engineer for
approval at least five (5) working days before the date of work. All traffic control plans MUST be
approved prior to commencing the work. The TCP information and guidelines can be obtained
online at:
https://www.rentonwa.gov/city_hall/public_works/transportation_systems/operations/traffic/tr
affic_control_plans. Review, revision of the TCP may take up to 3 weeks. The Contractor is alerted
that no work affecting traffic operations (including work in clear zones) will be performed until the
TCP is approved.
The TCP Submittal shall also include necessary phasing and sequencing diagrams to clarify the
proposed order of work and work zones. Sample sequencing and Construction Channelization
Plans are included in the Contract Documents which may be used as a basis for this submittal.
However, Traffic Control Plans and Phasing and Sequencing Plans are the sole responsibility of the
Contractor.
Lane closures are not allowed on any of the following:
1. A holiday,
2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday, or Monday are considered
a holiday weekend. A holiday weekend includes Saturday, Sunday, and the holiday.
3. After *** 2:00 p.m. *** on the day prior to a holiday or holiday weekend, and
4. Before *** 7:00 a.m. *** on the day after the holiday or holiday weekend.
If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may
adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in
the closure hours.
The following minimum Traffic Control requirements shall be maintained during the
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construction of the project:
1. The Traffic Control Plans indicate the minimum number of lanes required for each phase of
work. Additional lane closures will only be permitted as identified under ‘Special Roadway
Conditions’ of this Section.
2. The Contractor shall maintain continuous two-way traffic along streets throughout the
project site, except as specifically allowed under the ‘Special Roadway Conditions’ described
below.
3. The Contractor shall be responsible for notifying all affected property owners prior to
commencing the barricading of streets, sidewalks, and driveways.
4. All driveways shall remain fully open to traffic at all times except as necessary to permit
curing of construction materials or for short periods of time as required for excavations as
specifically allowed. See “Special Driveway Conditions” below for additional information.
5. Signs and barricades shall be supplemented by Type C steady burn lights to delineate edge
of roadway during the hours of darkness.
6. Any asphalt concrete pavement, crushed surfacing, or gravel base for maintaining traffic
during the life of this contract shall be placed by the Contractor immediately upon request
by the Engineer. In addition, cuts made in the traveled lanes or on walkways that are paved
shall be temporarily patched with hot mix and maintained daily until such time as a
permanent patch can be made. Payment for crushed surfacing, gravel and asphalt will be
paid at their respective bid items, as included in the contract.
7. Detours will not be allowed except as noted herein.
8. Traffic Safety Drums with flashers in addition to temporary striping shall be used to
channelize traffic through construction zones. Opposing lanes of traffic shall be separated
by pylons when clearance for drums is not adequate.
9. Temporary paint striping, reflective marking tape, and/or retroreflective tubular markers
shall be required for each shift of traffic control. Paint, reflective marking tape, and/or
retroreflective tubular markers used for temporary striping shall meet the requirement of
Section 8 23 of these Special Provisions.
10. The Contractor provided Traffic Control Plans shall lay out traffic control device spacing,
tapers, etc., to scale, shall contain accurate dimensions and legends and shall be signed by
the preparer.
In developing the Progress Schedule, the Contractor shall carefully consider the following
restrictions to sequencing and scheduling of the Work. No additional payment shall be made to
the Contractor from the Contracting Agency due to time constraints imposed by these
requirements.
Special Roadway Conditions
At least one through travel lane in each direction shall remain fully open to traffic at all times
except as specifically allowed in this section.
The following closures will be allowed when approved by the Engineer and as indicated on the
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Contractor’s approved traffic control plan(s):
a. Union Ave NE two-way, single-lane operation using flaggers for the construction of curb bulbs.
b. Edmonds Ave NE two-way, single-lane operation using flaggers for the construction of curb
bulbs.
Special Driveway Conditions
Except as specifically allowed otherwise in this section, the following conditions shall apply
to all driveways within the limits of the project:
1. All driveways shall remain fully open to traffic at all times except as necessary to permit curing
of construction materials, or for short periods of time as required for excavations as
specifically allowed below.
2. At least one (1) driveway per parcel shall remain open at all times unless otherwise approved
in writing by the Engineer and affected property owner. If a parcel has only one driveway, and
no legal right to cross an adjacent parcel to access the affected parcel, then the Contractor
shall construct the driveway one-half at a time or, with the Engineer’s approval, make other
temporary improvements as necessary to allow suitable passage of vehicles.
3. Business owners and/or residents shall be notified in writing at least 2 working days in advance
of any planned driveway closures.
4. All driveways shall be restored with permanent proposed pavement surfaces, metal plates,
and/or cold mix asphalt and re-opened to traffic at the end of each work day.
Typical Daily Driveway Closures
Up to one driveway per parcel may be fully closed during daytime off-peak traffic hours (9:00 a.m. to
3:00 p.m., seven days a week) for up to three (3) consecutive work days for each of the following
construction activities when applicable to a given driveway:
1. Water main construction.
2. Storm drainage system construction.
3. Utility trench, including signal, illumination, and ITS utilities construction.
Typical 4-Day Driveway Closures
For each driveway requiring reconstruction by the project, the Contractor may fully close the affected
driveway once during the duration of the project for a period of up to 4 consecutive days to allow for
the Contractor’s construction of cement concrete pavement, cement concrete driveway entrance,
HMA pavement, curbing, and other hardscape improvements associated with each affected driveway.
Subject to the Special Driveway Conditions stated above, no more than one driveway per parcel may
be closed at any given time.
Additional Requirements
1. The Contractor shall provide a minimum of ten (10) days’ notice of closures utilizing Portable
Changeable Message Signs at the closure location.
2. The Contractor, at his or her sole expense, may seek approval for extended or modified
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working hours. Such Plans must be approved by the Contracting Agency.
3. The existing lighting system shall remain operational until the new system is functioning. The
Engineer may approve partial interruptions required because of staging.
4. Existing pedestrian access shall be maintained and the work, with the least possible
inconvenience or delay, shall be limited to one corner at a time.
1-07.24 Rights of Way
(July 23, 2015 APWA GSP)
Delete this section and replace it with the following:
Street Right of Way lines, limits of easements, and limits of construction permits are indicated in the
Plans. The Contractor’s construction activities shall be confined within these limits, unless
arrangements for use of private property are made.
Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and
easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this
are noted in the Bid Documents or will be brought to the Contractor’s attention by a duly issued
Addendum.
Whenever any of the work is accomplished on or through property other than public Right of Way,
the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement
obtained by the Contracting Agency from the owner of the private property. Copies of the easement
agreements may be included in the Contract Provisions or made available to the Contractor as soon
as practical after they have been obtained by the Engineer.
Whenever easements or rights of entry have not been acquired prior to advertising, these areas are
so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where
right of way, easements or rights of entry have not been acquired until the Engineer certifies to the
Contractor that the right of way or easement is available or that the right of entry has been received.
If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining
easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The
Contractor agrees that such delay shall not be a breach of contract.
Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes
entry onto easements and private property where private improvements must be adjusted.
The Contractor shall be responsible for providing, without expense or liability to the Contracting
Agency, any additional land and access thereto that the Contractor may desire for temporary
construction facilities, storage of materials, or other Contractor needs. However, before using any
private property, whether adjoining the work or not, the Contractor shall file with the Engineer a
written permission of the private property owner, and, upon vacating the premises, a written release
from the property owner of each property disturbed or otherwise interfered with by reasons of
construction pursued under this contract. The statement shall be signed by the private property
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owner, or proper authority acting for the owner of the private property affected, stating that
permission has been granted to use the property and all necessary permits have been obtained or, in
the case of a release, that the restoration of the property has been satisfactorily accomplished. The
statement shall include the parcel number, address, and date of signature. Written releases must be
filed with the Engineer before the Completion Date will be established.
(******)
Add the following new section:
1-07.28 Notifications to Public Relative to Contractor’s Activities (New Section)
Contractor shall notify the property owners and/or residents fronting the project, prior to
commencement of the work, and submit to these agencies/individuals:
1. The time of the commencement and completion of work.
2. Names of streets or locations of alleys to be closed.
3. Schedule of operations.
4. Planned utility shutdown times and locations.
Notification shall be written, with a copy delivered to Engineer 5 days prior to the commencement of
work on the project.
Contractor must notify the same parties, in writing, of all changes to any of the above items during
the project. The police, sheriff, Fire & Life Safety, Postmaster, bus companies, and emergency
personnel must be notified at least 72 hours in advance of any temporary lane closures, detours, or
driveway closures.
1-08 PROSECUTION AND PROGRESS
Add the following new section:
1-08.0 Preliminary Matters (New Section)
(May 25, 2006 APWA GSP)
Add the following new section:
1-08.0(1) Preconstruction Conference (New Section)
(October 10, 2008 APWA GSP)
Prior to the Contractor beginning the work, a preconstruction conference will be held between the
Contractor, the Engineer and such other interested parties as may be invited. The purpose of the
preconstruction conference will be:
1. To review the initial progress schedule;
2. To establish a working understanding among the various parties associated or affected by the
work;
3. To establish and review procedures for progress payment, notifications, approvals,
submittals, etc.;
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4. To establish normal working hours for the work;
5. To review safety standards and traffic control; and
6. To discuss such other related items as may be pertinent to the work.
The Contractor shall prepare and submit at the preconstruction conference the following:
1. A breakdown of all lump sum items;
2. A preliminary schedule of working drawing submittals; and
3. A list of material sources for approval if applicable.
Add the following new section:
1-08.0(2) Hours of Work (New Section)
(December 8, 2014 APWA GSP)
Except in the case of emergency or unless otherwise approved by the Engineer, the normal working
hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m.
Monday through Friday, exclusive of a lunch break. If the Contractor desires different than the normal
working hours stated above, the request must be submitted in writing prior to the preconstruction
conference, subject to the provisions below. The working hours for the Contract shall be established
at or prior to the preconstruction conference.
All working hours and days are also subject to local permit and ordinance conditions (such as noise
ordinances).
If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a
written request to the Engineer for consideration. This request shall state what hours are being
requested, and why. Requests shall be submitted for review no later than ***5 working days*** prior
to the day(s) the Contractor is requesting to change the hours.
If the Contracting Agency approves such a deviation, such approval may be subject to certain other
conditions, which will be detailed in writing. For example:
1. On non-Federal aid projects, requiring the Contractor to reimburse the Contracting Agency
for the costs in excess of straight-time costs for Contracting Agency representatives who
worked during such times. (The Engineer may require designated representatives to be
present during the work. Representatives who may be deemed necessary by the Engineer
include, but are not limited to: survey crews; personnel from the Contracting Agency’s
material testing lab; inspectors; and other Contracting Agency employees or third party
consultants when, in the opinion of the Engineer, such work necessitates their presence.)
2. Considering the work performed on Saturdays, Sundays, and holidays as working days with
regard to the contract time.
3. Considering multiple work shifts as multiple working days with respect to contract time even
though the multiple shifts occur in a single 24-hour period.
4. If a 4-10 work schedule is requested and approved the non working day for the week will be
charged as a working day.
5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded
properly on certified payroll
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1-08.1 Subcontracting
(December 19, 2019 APWA GSP, Option A)
Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the
Engineer a certification (WSDOT Form 420-004) that a written agreement between the Contractor and
the subcontractor or between the subcontractor and any lower tier subcontractor has been executed.
This certification shall also guarantee that these subcontract agreements include all the documents
required by the Special Provision Federal Agency Inspection.
A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract
until the following documents have been completed and submitted to the Engineer:
1. Request to Sublet Work (WSDOT Form 421-012), and
2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-aid Projects
(WSDOT Form 420-004).
The Contractor shall submit to the Engineer a completed Monthly Retainage Report (WSDOT Form 272-
065) within 15 calendar days after receipt of every monthly progress payment until every Subcontractor
and lower tier Subcontractor’s retainage has been released.
The ninth paragraph, beginning with “On all projects, …” is revised to read:
The Contractor shall certify to the actual amount received from the Contracting Agency and amounts
paid to all firms that were used as Subcontractors, lower tier subcontractors, manufacturers, regular
dealers, or service providers on the Contract. This includes all Disadvantaged, Minority, Small, Veteran
or Women’s Business Enterprise firms. This Certification shall be submitted to the Engineer on a
monthly basis each month between Execution of the Contract and Physical Completion of the Contract
using the application available at: https://wsdot.diversitycompliance.com. A monthly report shall be
submitted for every month between Execution of the Contract and Physical Completion regardless of
whether payments were made or work occurred.
1-08.3 Progress Schedule
1-08.3(2)A Type A Progress Schedule
(March 13, 2012 APWA GSP)
Revise this section to read:
The Contractor shall submit five (5) copies of a Type A Progress Schedule no later than at the
preconstruction conference, or some other mutually agreed upon submittal time. The schedule may
be a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless
of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type
A Progress Schedule and approve or return the schedule for corrections within 15 calendar days of
receiving the submittal.
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1-08.4 Prosecution of Work
Delete this section and replace it with the following:
1-08.4 Notice to Proceed and Prosecution of Work
(July 23, 2015 APWA GSP)
Notice to Proceed will be given after the contract has been executed and the contract bond and
evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall
not commence with the work until the Notice to Proceed has been given by the Engineer. The
Contractor shall commence construction activities on the project site within ten days of the Notice to
Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work
to the physical completion date within the time specified in the contract. Voluntary shutdown or
slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to
complete the work within the time(s) specified in the contract.
When shown in the Plans, the first order of work shall be the installation of high visibility fencing to
delineate all areas for protection or restoration, as described in the Contract. Installation of high
visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and
traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor
shall request the Engineer to inspect the fence. No other work shall be performed on the site until the
Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract.
1-08.5 Time for Completion
Section 1-08.5 is supplemented with the following:
(March 13, 1995, WSDOT GSP, Option 7) (Addendum No. 1)
This project shall be physically completed within *** 40 *** working days.
(November 30, 2018 APWA GSP, Option A)
Revise the third and fourth paragraphs to read:
Contract time shall begin on the first working day following the Notice to Proceed Date.
Each working day shall be charged to the contract as it occurs, until the contract work is physically
complete. If substantial completion has been granted and all the authorized working days have been
used, charging of working days will cease. Each week the Engineer will provide the Contractor a
statement that shows the number of working days: (1) charged to the contract the week before; (2)
specified for the physical completion of the contract; and (3) remaining for the physical completion of
the contract. The statement will also show the nonworking days and any partial or whole day the
Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the
Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the
Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and
amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be
deemed as having accepted the statement as correct. If the Contractor is approved to work 10 hours
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a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked
would ordinarily be charged as a working day then the fifth day of that week will be charged as a
working day whether or not the Contractor works on that day.
Revise the sixth paragraph to read:
The Engineer will give the Contractor written notice of the completion date of the contract after all
the Contractor’s obligations under the contract have been performed by the Contractor. The following
events must occur before the Completion Date can be established:
1. The physical work on the project must be complete; and
2. The Contractor must furnish all documentation required by the contract and required by law, to
allow the Contracting Agency to process final acceptance of the contract. The following
documents must be received by the Project Engineer prior to establishing a completion date:
a. Certified Payrolls (per Section 1-07.9(5)).
b. Material Acceptance Certification Documents
c. Monthly Reports of Amounts Credited as DBE Participation, as required by the Contract
Provisions.
d. Final Contract Voucher Certification
e. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all
Subcontractors
f. A copy of the Notice of Termination sent to the Washington State Department of Ecology
(Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of Termination
by Ecology; and no rejection of the Notice of Termination by Ecology. This requirement will
not apply if the Construction Stormwater General Permit is transferred back to the
Contracting Agency in accordance with Section 8-01.3(16).
g. Property owner releases per Section 1-07.24
1-08.6 Suspension of Work
Section 1-08.6 is supplemented with the following:
(January 2, 2018, WSDOT GSP, Option 2)
Contract time may be suspended for procurement of critical materials (Procurement Suspension).
In order to receive a Procurement Suspension, the Contractor shall within 21 calendar days after
execution by the Contracting Agency, place purchase orders for all materials deemed critical by
the Contracting Agency for physical completion of the contract. The Contractor shall provide copies
of purchase orders for the critical materials. Such purchase orders shall disclose the purchase order
date and estimated delivery dates for such critical material.
The Contractor shall show procurement of the materials listed below as activities in the Progress
Schedule. If the approved Progress Schedule indicates that the materials procurement are critical
activities, and if the Contractor has provided documentation that purchase orders are placed for
the critical materials within the prescribed 21 calendar days, then contract time will be suspended
upon physical completion of all critical work except that work dependent upon the below listed
critical materials:
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*** Rectangular Rapid Flash Beacon System ***
Charging of contract time will resume upon delivery of the critical materials to the Contractor or
120 calendar days after execution by the Contracting Agency, whichever occurs first.
1-08.9 Liquidated Damages
(August 14, 2013 APWA GSP)
Revise the fourth paragraph to read:
When the Contract Work has progressed to Substantial Completion as defined in the Contract, the
Engineer may determine that the work is Substantially Complete. The Engineer will notify the
Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after
the date so established, the formula for liquidated damages shown above will not apply. For overruns
in Contract time occurring after the Substantial Completion Date, liquidated damages shall be
assessed on the basis of direct engineering and related costs assignable to the project until the actual
Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work
as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written
schedule for completing the physical Work on the Contract.
(July 23, 2015 APWA GSP, Option 2)
Revise item 4 of the fifth paragraph to read:
4. Test results and scale weight records for each day’s hauling operations are provided to the
Engineer daily. Reporting shall utilize WSDOT form 422-027, Scaleman’s Daily Report, unless the
printed ticket contains the same information that is on the Scaleman’s Daily Report Form. The
scale operator must provide AM and/or PM tare weights for each truck on the printed ticket.
1-09.2(5) Measurement
(May 2, 2017 APWA GSP)
Revise the first paragraph to read:
Scale Verification Checks – At the Engineer’s discretion, the Engineer may perform verification checks
on the accuracy of each batch, hopper, or platform scale used in weighing contract items of Work.
1-09.6 Force Account
(October 10, 2008 APWA GSP)
Supplement this section with the following:
The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to
be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts
are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant
expressly or by implication, that the actual amount of work will correspond with those estimates.
Payment will be made on the basis of the amount of work actually authorized by Engineer.
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1-09.8 Payment for Material on Hand
The last paragraph of Section 1-09.8 is revised to read:
(August 3, 2009 WSDOT GSP, Option 1)
The Contracting Agency will not pay for material on hand when the invoice cost is less than $2,000.
As materials are used in the work, credits equaling the partial payments for them will be taken on
future estimates. Each month, no later than the estimate due date, the Contractor shall submit a
letter to the Engineer that clearly states: 1) the amount originally paid on the invoice (or other record
of production cost) for the items on hand, 2) the dollar amount of the material incorporated into each
of the various work items for the month, and 3) the amount that should be retained in material on
hand items. If work is performed on the items and the Contractor does not submit a letter, all of the
previous material on hand payment will be deducted on the estimate. Partial payment for materials
on hand shall not constitute acceptance. Any material will be rejected if found to be faulty even if
partial payment for it has been made.
1-09.9 Payments
(March 13, 2012 APWA GSP)
Delete the first four paragraphs and replace them with the following:
The basis of payment will be the actual quantities of Work performed according to the Contract and
as specified for payment.
The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction
Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. A
breakdown is not required for lump sum items that include a basis for incremental payments as part
of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a
determination based on information available. The Project Engineer’s determination of the cost of
work shall be final.
Progress payments for completed work and material on hand will be based upon progress estimates
prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction
conference.
The initial progress estimate will be made not later than 30 days after the Contractor commences the
work, and successive progress estimates will be made every month thereafter until the Completion
Date. Progress estimates made during progress of the work are tentative, and made only for the
purpose of determining progress payments. The progress estimates are subject to change at any time
prior to the calculation of the final payment.
The value of the progress estimate will be the sum of the following:
1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work
completed multiplied by the unit price.
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2. Lump Sum Items in the Bid Form — based on the approved Contractor’s lump sum breakdown
for that item, or absent such a breakdown, based on the Engineer’s determination.
3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other
storage area approved by the Engineer.
4. Change Orders — entitlement for approved extra cost or completed extra work as determined
by the Engineer.
Progress payments will be made in accordance with the progress estimate less:
1. Retainage per Section 1-09.9(1), on non FHWA-funded projects;
2. The amount of progress payments previously made; and
3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract
Documents.
Progress payments for work performed shall not be evidence of acceptable performance or an
admission by the Contracting Agency that any work has been satisfactorily completed. The
determination of payments under the contract will be final in accordance with Section 1-05.1.
1-09.9(1) Retainage
Section 1-09.9(1) content and title is deleted and replaced with the following:
(June 27, 2011, WSDOT GSP, Option 1)
Vacant
1-09.11(3) Time Limitation and Jurisdiction
(November 30, 2018 APWA GSP)
Revise this section to read:
For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims
or causes of action which the Contractor has against the Contracting Agency arising from the Contract
shall be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the
Contract by the Contracting Agency; and it is further agreed that any such claims or causes of action
shall be brought only in the Superior Court of the county where the Contracting Agency headquarters
is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control
venue and jurisdiction. The parties understand and agree that the Contractor’s failure to bring suit
within the time period provided, shall be a complete bar to any such claims or causes of action. It is
further mutually agreed by the parties that when any claims or causes of action which the Contractor
asserts against the Contracting Agency arising from the Contract are filed with the Contracting Agency
or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to any
records deemed necessary by the Contracting Agency to assist in evaluating the claims or action.
1-09.13 Claims Resolution
1-09.13(3) Claims $250,000 or Less
(October 1, 2005 APWA GSP)
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Delete this section and replace it with the following:
The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or
less, submitted in accordance with Section 1-09.11 and not resolved by nonbinding ADR processes,
shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim
through binding arbitration.
1-09.13(3)A Administration of Arbitration
(November 30, 2018 APWA GSP)
Revise the third paragraph to read:
The Contracting Agency and the Contractor mutually agree to be bound by the decision of the
arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior
Court of the county in which the Contracting Agency’s headquarters is located, provided that where
claims subject to arbitration are asserted against a county, RCW 36.01.050 shall control venue and
jurisdiction of the Superior Court. The decision of the arbitrator and the specific basis for the decision
shall be in writing. The arbitrator shall use the Contract as a basis for decisions.
1-10 TEMPORARY TRAFFIC CONTROL
1-10.1 General
Section 1-10.1 is supplemented with the following:
(******)
This work also consists of furnishing and installing temporary construction identification signing, sign
removal, sign relocation, and refacing existing signs.
Construction Identification Sign
At each of the three crossings, the Contractor shall provide, install, maintain, relocate, and remove
one 8-foot by 4-foot construction project sign as shown in Appendix D with City of Renton and the
funding resources identified along with the project name. The Contractor shall submit a sample in the
form of an 11-inch by 17-inch drawing to the Contracting Agency for approval prior to fabrication. The
new signal shall have the most current City of Renton logo. The specific content and exact field
location will be provided by the Engineer at the preconstruction conference. The sign shall be installed
within three working days of mobilization. Project sign shall be considered Construction Signs Class A.
The signs shall be erected on 4-inch by 4-inch vertical wooden posts. The signs shall be maintained by
the Contractor in good condition throughout the duration of the project and removed upon Physical
Completion of the Contract, or when designated by the Engineer.
1-10.2 Traffic Control Management
1-10.2(1) General
Section 1-10.2(1) is supplemented with the following:
(January 3, 2017 WSDOT GSP, Option 1)
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Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of
Washington. The Traffic Control Supervisor shall be certified by one of the following:
The Northwest Laborers-Employers Training Trust
27055 Ohio Ave.
Kingston, WA 98346
(360) 297-3035
Evergreen Safety Council
12545 135th Ave. NE
Kirkland, WA 98034-8709
1-800-521-0778
The American Traffic Safety Services Association
15 Riverside Parkway, Suite 100
Fredericksburg, Virginia 22406-1022
Training Dept. Toll Free (877) 642-4637
Phone: (540) 368-1701
1-10.2(2) Traffic Control Plans
Section 1-10.2(2) is supplemented with the following:
(******)
The Contractor may use the traffic control plans provided in the contract plans, if so the contractor
will submit in writing a statement of adoption of these plans. If the contractor may choose to develop
new or modify the traffic control plans included in the contract. The new or modified traffic control
plans shall comply with the requirements of Section 1-10.2(2) of the Standard Specifications and be
approved by the engineer prior to use. All traffic control plans will be required to submit no later than
five (5) working days before the date of work. Returned plans requiring correction will restart this
review period.
(https://rentonwa.gov/city_hall/public_works/transportation_systems/operations/traffic/traffic_co
ntrol_plans)
1-10.2(3) Conformance to Established Standards
Section 1-10.2(3) is revised to read:
(February 3, 2020, WSDOT GSP, Option 1)
Flagging, signs, and all other traffic control devices and procedures furnished or provided shall
conform to the standards established in the latest WSDOT adopted edition (in accordance with WAC
468-95) of the MUTCD, published by the U.S. Department of Transportation, and the 2005 draft
version of the Public Rights-of-Way Accessibility Guidelines (PROWAG): https://www.access-
board.gov/guidelines-and-standards/streets-sidewalks/public-rights-of-way/background/revised-
draft-guidelines. Judgment of the quality of devices furnished will be based upon Quality Guidelines
for Temporary Traffic Control Devices, published by the American Traffic Safety Services Association.
Copies of the MUTCD and Quality Guidelines for Temporary Control Devices may be purchased from
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the American Traffic Safety Services Association, 15 Riverside Parkway, Suite 100, Fredericksburg, VA
22406-1022.
In addition to the standards of the MUTCD described above, the Contracting Agency enforces
crashworthiness requirements for most work zone devices. The AASHTO Manual for Assessing Safety
Hardware (MASH) has superseded the National Cooperative Highway Research Project (NCHRP)
Report 350 as the established requirements for crash testing. Temporary traffic control devices
manufactured after December 31, 2019 shall be compliant with the 2016 edition of the Manual for
Assessing Safety Hardware (MASH 16) crash test requirements, as determined by the Contracting
Agency, except as follows:
1. In situations where a MASH 16 compliant traffic control device does not exist and there are
no available traffic control devices that were manufactured on or before December 31, 2019,
then a traffic control device manufactured after December 31, 2019 that is compliant with
either NCHRP 350 or the 2009 edition of the Manual for Assessing Safety Hardware (MASH
09) is allowed for use with approval of the Engineer.
2. Temporary traffic control devices that were manufactured on or before December 31, 2019,
and were successfully tested to National Cooperative Highway Research Program (NCHRP)
Report 350 or MASH 09 may continue to be used on WSDOT projects throughout their
normal service life.
3. Small and lightweight channelizing and delineating devices, including cones, tubular markers,
flexible delineator posts, and plastic drums, shall meet the requirements of either NCHRP
350, MASH 09, or MASH 16, as determined by the manufacturer of the device.
4. A determination of crashworthiness for acceptance of trailer-mounted devices such as arrow
displays, temporary traffic signals, area lighting supports, and portable changeable message
signs is currently not required.
The condition of signs and traffic control devices shall be acceptable or marginal as defined in the
book Quality Guidelines for Temporary Traffic Control Devices, and will be accepted based on a
visual inspection by the Engineer. The Engineer’s decision on the condition of a sign or traffic
control device shall be final. A sign or traffic control device determined to be unacceptable shall
be removed from the project and replaced within 12 hours of notification.
1-10.3(1)B Other Traffic Control Labor
Section 1-10.3(1)B is supplemented as follows:
(******)
At the end of each working day, provisions shall be made for the safe passage of traffic and
pedestrians during non-working hours.
END OF DIVISION 1
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DIVISION 2 – EARTHWORK
2-02.3 CONSTRUCTION REQUIREMENTS
Supplement this section with the following:
(******)
2-02.3(4) REMOVE DETECTABLE WARNING SURFACE (Addendum No. 3)
When removing an existing detectable warning surface, the Contractor shall remove the plastic panel in
such a manner that does not disturb the concrete sidewalk beneath the panel. Following removal, the
Contractor shall resurface the remaining sidewalk to bring the sidewalk surface back to flush with the
surrounding surfaces.
Alternatively, with the approval of the Engineer, the Contractor may remove the entire depth of concrete
sidewalk beneath the detectable warning surface, along with the warning surface, and replace with full-
depth sidewalk. No additional payment will be made for this alternative approach.
2-02.3(4) REMOVE, STORE, AND RESET FENCE (Addendum No. 3)
The Contractor shall remove existing fence and posts as indicated in the Plans and as necessary to
complete the Contract Work. The Contractor shall not damage existing fence during removal, and shall
store fence in an area and manner that protects the fence materials from theft or damage, either
intentional or accidental, to the extent possible.
Following completion of Contract Work, and on the approval of the Engineer, the Contractor shall reset
the fence in its original location using the original fencing materials, following the construction
requirements of 8-12.3(1).
2-02.3(5) REMOVE, STORE, AND RESET MAILBOX
The Contractor shall remove existing mailboxes as indicated in the Plans and as necessary to complete the
Contract Work. The Contractor shall not damage existing mailbox during removal, and shall store mailbox
in an area and manner that protects the mailbox from theft or damage, either intentional or accidental,
to the extent possible.
The Contractor shall be responsible for coordinating with the property owner and United States Postal
Service as necessary to comply with all federal laws related to the temporary removal or relocation of an
active mailbox.
2-02.4 VACANT
Delete this section and replace with the following:
(******)
2-02.4 MEASUREMENT
Pavement removal will be measured by the square yard.
Sidewalk removal will be measured by the square yard.
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Curb and gutter removal will be measured by the linear foot as measured along the face of the curb to be
removed.
Removing detectable warning surface will be measured by the square foot. (Addendum No. 3)
Removing, storing, and resetting fence will be measured by lump sum.
Removing, storing, and resetting mailbox will be measured by lump sum.
2-02.5 PAYMENT
Supplement this section with the following:
(******)
“Remove Asphalt Pavement”, per square yard. The unit Contract price for “Remove Asphalt Pavement”
shall be full compensation for all costs incurred for removing, excavating, hauling, and other costs related
to this Work as shown in the plans and as defined in sections 2-02.1, 2-02.3, and 2-02.3(3).
“Remove Cem Conc Sidewalk”, per square yard. The unit Contract price for “Remove Cem Conc Sidewalk”
shall be full compensation for all costs incurred for removing, excavating, hauling, and other costs related
to this Work as shown in the plans and as defined in sections 2-02.1, 2-02.3, and 2-02.3(3).
“Remove Curb and Gutter”, per linear foot. The unit Contract price for “Remove Curb and Gutter” shall
be full compensation for all costs incurred for removing, excavating, hauling, and other costs related to
this Work as shown in the plans and as defined in sections 2-02.1, 2-02.3, and 2-02.3(3).
“Remove Detectable Warning Surface”, per square foot. The unit Contract price for “Remove Detectable
Warning Surface” shall be full compensation for all costs incurred for removing the detectable warning
surface and repairing the remaining sidewalk surface, including all costs related to this Work as shown in
the plans and as defined in sections 2-02.1, 2-02.3, and 2-02.3(4). No additional payment will be made if
the Contractor elects to remove and replace the full depth of sidewalk beneath the detectable warning
surface. (Addendum No. 3)
“Remove, Store And Reset Fence”, lump sum. All costs for removing, storing, protecting, and reinstalling
fence, including but not limited to any new connection materials, foundation construction for posts,
replacement parts, and other work related to reinstalling the fence shall be included in the lump sum price
for the Work as shown in the Plans or as otherwise approved by the Engineer.
“Remove, Store And Reset Mailbox”, lump sum. All costs for removing, storing, protecting, and reinstalling
mailboxes, including but not limited to any new connection materials, foundation construction for posts,
replacement parts, and other work related to reinstalling the mailbox shall be included in the lump sum
price for the Work as shown in the Plans or as otherwise approved by the Engineer. The lump sum price
will also include all costs incurred to coordinate with the property owner and United States Postal Service
to ensure compliance with any and all laws related to the temporary removal or relocation of an active
mailbox.
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END OF DIVISION 2
DIVISION 3 – AGGREGATE PRODUCTION AND ACCEPTACE
3-01 PRODUCTION FROM QUARRY AND PIT SITES
3-01.2 Material Sources, General Requirement
3-01.2(1) Approval of Source
This Section is supplemented with the following:
(******)
The contractor is responsible for all costs associated with approval of the material source.
END OF DIVISION 3
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DIVISION 4 – BASES
4-04 BALLAST AND CRUSHED SURFACING
4-04.4 Measurement
Delete the las sentence in this Section and replace with the following:
(******)
No measurement will be made for water used in placing and compacting surfacing materials.
4-04.5 Payment
This Section is supplemented with the following:
(******)
The unit contract prices for the various types of ballast, structural fill, crushed surfacing base course,
and crushed surfacing top course materials shall include all costs for obtaining the materials, hauling
the materials to the site, stockpiling, grading, shaping, moisture conditioning, compacting, and all
other incidentals, complete, in place. Asphalt grindings are not subject to reimbursement under any
of these bid items.
END OF DIVISION 4
(Addendum No. 3 – Division 5)
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DIVISION 5 – SURFACE TREATMENTS AND PAVEMENTS
5-03 VACANT
Delete this section and replace entirely with the following:
(******)
5-03 STAMPED HOT MIX ASPHALT
5-03.1 Description
Stamped Hot Mix Asphalt is to be constructed as a decorative fill inside a median island area. Asphalt
shall be placed, compacted, stamped and finished in accordance with manufacturers
recommendations and requirements and per all notes and specifications on the contract plans.
5-03.2 Materials
Stamped Hot Mix Asphalt to be constructed with materials per the Traffic Island detail located in the
contract plans. Asphalt to be HMA Class ½ In PG. 64-22.
Modified polymer coating to be of “Fix All/Floor Coatings FO6525 Crimson” color, or approved equal.
Sample or other documentation shall be submitted to the Engineer to approve the color and pattern.
5-03.3 Construction Requirements
The installation of the Stamped Hot Mix Asphalt is to be conducted in accordance with placement,
compaction and other relevant requirements as described in 5-04.3.
Hot Mix Asphalt shall be placed in two lifts of approximately equal nature. Both lifts shall be
compacted to satisfaction of requirements found in 5-04.3.
The top lift of Hot Mix Asphalt shall be re-heated and stamped with a template in such a way that a
brick-work, cobblestone final surface is generated. The final brick-work, cobblestone surface shall
receive an appropriate amount of modified polymer coating so that the final surface is “Fix All/Floor
Coatings FO6525 Crimson” in color, or approved equal.
5-03.4 Measurement
Stamped Hot Mix Asphalt to be measured per square yard.
SP-5-03.5 Payment
Stamped Hot Mixed Asphalt Per Square Yard
(******)
5-04 HOT MIX ASPHALT
(******)
Delete Section 5-04, Hot Mix Asphalt, and replace it with the following:
(Addendum No. 3 – Division 5)
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5-04.1 Description
This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt
(HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades,
thicknesses, and typical cross-sections shown in the Plans. The Contractor shall maintain the existing
street surface contours (e.g. street profile and cross section, etc.), unless otherwise directed by the
Engineer. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance
with these Specifications. WMA processes include organic additives, chemical additives, and foaming.
HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the
proportions specified to provide a homogeneous, stable, and workable mixture.
All HMA to be placed in this contract shall be HMA CL. ½” PG 64-22.
5-04.2 Materials
Materials shall meet the requirements of the following sections:
Asphalt Binder 9-02.1(4)
Cationic Emulsified Asphalt 9-02.1(6)
Anti-Stripping Additive 9-02.4
HMA Additive 9-02.5
Aggregates 9-03.8
Recycled Asphalt Pavement 9-03.8(3)B
Mineral Filler 9-03.8(5)
Recycled Material 9-03.21
Portland Cement 9-01
Sand 9-03.1(2)
(As noted in 5-04.3(5)C for crack sealing)
Joint Sealant 9-04.2
Foam Backer Rod 9-04.2(3)A
The Contract documents may establish that the various mineral materials required for the
manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents
do not establish the furnishing of any of these mineral materials by the Contracting Agency, the
Contractor shall be required to furnish such materials in the amounts required for the designated mix.
Mineral materials include coarse and fine aggregates, and mineral filler.
The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The
RAP may be from pavements removed under the Contract, if any, or pavement material from an
existing stockpile.
The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or
testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1,000
tons produced and not less than ten samples per project. The asphalt content and gradation test data
shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL.
The Contractor shall include the RAP as part of the mix design as defined in these Specifications.
(Addendum No. 3 – Division 5)
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The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from
different sources is not permitted.
The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20
percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval
the process that is proposed and how it will be used in the manufacture of HMA.
Production of aggregates shall comply with the requirements of Section 3-01.
Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from
stockpiles shall comply with the requirements of Section 3-02.
5-04.2(1) How to Get an HMA Mix Design on the QPL
If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please
follow the WSDOT process outlined in as follows:
Comply with each of the following:
• Develop the mix design in accordance with WSDOT SOP 732.
• Develop a mix design that complies with Sections 9-03.8(2) and 9-03.8(6).
• Develop a mix design no more than 6 months prior to submitting it for QPL
• evaluation.
• Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including
WSDOT Form 350-042.
• Include representative samples of the materials that are to be used in the HMA production
as part of the mix design submittal.
• Identify the brand, type, and percentage of anti-stripping additive in the mix design
submittal.
• Include with the mix design submittal a certification from the asphalt binder supplier that
the anti-stripping additive is compatible with the crude source and the formulation of
asphalt binder proposed for use in the mix design.
• Do not include HMA additives that reduce the optimum mixing temperature or serve as a
compaction aid when developing a mix design or submitting a mix design for QPL
evaluation. The use of HMA additives is not part of the process for obtaining approval for
listing a mix design on the QPL. Refer to Section 5-04.2(2) B.
5-04.2(1)A Vacant
5-04.2(2) Mix Design – Obtaining Project Approval
No paving shall begin prior to the approval of the mix design by the Engineer.
Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract
(Addendum No. 3 – Division 5)
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documents.
Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following
applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement
repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as
approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation
will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by
commercial evaluation will be excluded from the quantities used in the determination of nonstatistical
evaluation.
Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one
of the following mix design verification certifications for Contracting Agency review;
• The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix
design verification certifications listed below.
• The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification
(stamp & sig-nature) of a valid licensed Washington State Professional Engineer.
• The Mix Design Report for the proposed HMA mix design developed by a qualified City or
County laboratory that is within one year of the approval date.**
**The mix design shall be performed by a lab accredited by a national authority such as Laboratory
Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials
Engineering Council (CMEC’s) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply
evidence of participation in the AASHTO: resource proficiency sample program.
Mix designs for HMA accepted by Nonstatistical evaluation shall;
• Have the aggregate structure and asphalt binder content determined in accordance with
WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-
03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the
Engineer, and 9-03.8(6).
• Have anti-strip requirements, if any, for the proposed mix design determined in
accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate
source compatibility from previous WSDOT lab testing.
At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from
the original verification date with a certification from the Contractor that the materials and sources
are the same as those shown on the original mix design.
Commercial Evaluation. Approval of a mix design for “Commercial Evaluation” will be based on a
review of the Contractor’s submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324
evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes
allowed by this section. Testing of the HMA by the Contracting Agency for mix design approval is not
(Addendum No. 3 – Division 5)
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required.
For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of
Equivalent Single Axle Loads (ESAL’s) appropriate for the required use.
5-04.2(2)B Using Warm Mix Asphalt Processes
The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a
compaction aid for producing HMA. Additives include organic additives, chemical additives and
foaming processes. The use of Additives is subject to the following:
• Do not use additives that reduce the mixing temperature more than allowed in Section 5-
04.3(6) in the production of mixtures.
• Before using additives, obtain the Engineer’s approval using WSDOT Form 350-076 to
describe the proposed additive and process.
5-04.3 Construction Requirements
5-04.3(1) Weather Limitations
Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st
of the following year without written concurrence from the Engineer.
Do not place HMA on any wet surface, or when the average surface temperatures are less than those
specified below, or when weather conditions otherwise prevent the proper handling or finishing of
the HMA.
Minimum Surface Temperature for Paving
Compacted Thickness (Feet) Wearing Course Other Courses
Less than 0.10 55◦F 45◦F
0.10 to .20 45◦F 35◦F
More than 0.20 35◦F 35◦F
5-04.3(2) Paving Under Traffic
When the Roadway being paved is open to traffic, the requirements of this Section shall apply.
The Contractor shall keep intersections open to traffic at all times except when paving the intersection
or paving across the intersection. During such time, and provided that there has been an advance
warning to the public, the intersection may be closed for the minimum time required to place and
compact the mixture. In hot weather, the Engineer may require the application of water to the
pavement to accelerate the finish rolling of the pavement and to shorten the time required before
(Addendum No. 3 – Division 5)
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reopening to traffic.
Before closing an intersection, advance warning signs shall be placed and signs shall also be placed
marking the detour or alternate route.
During paving operations, temporary pavement markings shall be maintained throughout the project.
Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary
pavement markings shall be in accordance with Section 8-23.
All costs in connection with performing the Work in accordance with these requirements, except the
cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid
items involved in the Contract.
5-04.3(3) Equipment
5-04.3(3)A Mixing Plant
Plants used for the preparation of HMA shall conform to the following requirements:
1. Equipment for Preparation of Asphalt Binder – Tanks for the storage of asphalt binder shall
be equipped to heat and hold the material at the required temperatures. The heating shall be
accomplished by steam coils, electricity, or other approved means so that no flame shall be in
contact with the storage tank. The circulating system for the asphalt binder shall be designed
to ensure proper and continuous circulation during the operating period. A valve for the
purpose of sampling the asphalt binder shall be placed in either the storage tank or in the
supply line to the mixer.
2. Thermometric Equipment – An armored thermometer, capable of detecting temperature
ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location
near the charging valve at the mixer unit. The thermometer location shall be convenient and
safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale
thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved
thermometric instrument placed at the discharge chute of the drier to automatically register
or indicate the temperature of the heated aggregates. This device shall be in full view of the
plant operator.
3. Heating of Asphalt Binder – The temperature of the asphalt binder shall not exceed the
maximum recommended by the asphalt binder manufacturer nor shall it be below the
minimum temperature required to maintain the asphalt binder in a homogeneous state. The
asphalt binder shall be heated in a manner that will avoid local variations in heating. The
heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform
average temperature with no individual variations exceeding 25°F. Also, when a WMA additive
is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the
maximum recommended by the manufacturer of the WMA additive.
(Addendum No. 3 – Division 5)
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4. Sampling and Testing of Mineral Materials – The HMA plant shall be equipped with a
mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall
meet the requirements of Section 1-05.6 for the crushing and screening operation. The
Contractor shall provide for the setup and operation of the field testing facilities of the
Contracting Agency as provided for in Section 3-01.2(2).
5. Sampling HMA – The HMA plant shall provide for sampling HMA by one of the following
methods:
a. A mechanical sampling device attached to the HMA plant.
b. Platforms or devices to enable sampling from the hauling vehicle without entering the
hauling vehicle.
5-04.3(3)B Hauling Equipment
Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of
canvas or other suitable material of sufficient size to protect the mixture from adverse weather.
Whenever the weather conditions during the work shift include, or are forecast to include,
precipitation or an air temperature less than 45°F or when time from loading to unloading exceeds 30
minutes, the cover shall be securely attached to protect the HMA.
The contractor shall provide an environmentally benign means to prevent the HMA mixture from
adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling
equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the
characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation
during the process of applying the release agent.
5-04.3(3)C Pavers
HMA pavers shall be self-contained, power-propelled units, provided with an internally heated
vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in
lane widths required by the paving section shown in the Plans.
The HMA paver shall be in good condition and shall have the most current equipment available from
the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition,
and in working order. The equipment certification shall list the make, model, and year of the paver
and any equipment that has been retrofitted.
The screed shall be operated in accordance with the manufacturer’s recommendations and shall
effectively produce a finished surface of the required evenness and texture without tearing, shoving,
segregating, or gouging the mixture. A copy of the manufacturer’s recommendations shall be provided
upon request by the Contracting Agency. Extensions will be allowed provided they produce the same
results, including ride, density, and surface texture as obtained by the primary screed. Extensions
without augers and an internally heated vibratory screed shall not be used in the Traveled Way.
When specified in the Contract or directed by the Engineer, reference lines for vertical control will be
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required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal
control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall
be controlled automatically from reference lines or by means of a mat referencing device and a slope
control device. When the finish of the grade prepared for paving is superior to the established
tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-
section, and smoothness can best be achieved without the use of the reference line, a mat referencing
device may be substituted for the reference line. Substitution of the device will be subject to the
continued approval of the Engineer. A joint matcher may be used subject to the approval of the
Engineer. The reference line may be removed after the completion of the first course of HMA when
approved by the Engineer. Whenever the Engineer determines that any of these methods are failing
to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor.
The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories
necessary for satisfactory operation of the automatic control equipment.
If the paving machine in use is not providing the required finish, the Engineer may suspend Work as
allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be
thoroughly removed before paving proceeds.
5-04.3(3)D Material Transfer Device or Material Transfer Vehicle
A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer’s approval, unless
other-wise required by the contract. A MTD/V is not required for this contract.
Where an MTD/V is required by the contract, the Engineer may approve paving without an MTD/V, at
the request of the Contractor. The Engineer will determine if an equitable adjustment in cost or time
is due.
When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to
laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature
throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in
urban areas or through intersections, at the discretion of the Engineer.
To be approved for use, an MTV:
1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver.
2. Shall not be connected to the hauling vehicle or paver.
3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow.
4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the
paving machine.
5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture.
To be approved for use, an MTD:
1. Shall be positively connected to the paver.
(Addendum No. 3 – Division 5)
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2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow.
3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the
paving machine.
4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture.
5-04.3(3)E Rollers
Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and
capable of reversing without backlash. Operation of the roller shall be in accordance with the
manufacturer’s recommendations. When ordered by the Engineer for any roller planned for use on
the project, the Contractor shall provide a copy of the manufacturer’s recommendation for the use of
that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact
the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that
results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard,
uneven compaction of the surface, displacement of the mixture or other undesirable results shall not
be used.
5-04.3(4) Preparation of Existing Paved Surfaces
When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a
uniform grade and cross-section as shown on the Plans or approved by the Engineer.
Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by
using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer.
Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use
of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled
areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be
approved by the Engineer.
Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be
clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely
removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly
cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions
shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and
compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface
shall be approved by the Engineer.
A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed
or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion
of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of
residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard
of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of
tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall
be limited to surfaces that will be paved during the same working shift. The spreading equipment shall
(Addendum No. 3 – Division 5)
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be equipped with a thermometer to indicate the temperature of the tack coat material.
Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor’s
operation damages the tack coat it shall be repaired prior to placement of the HMA.
The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h emulsified asphalt
may be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt.
The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified
rate of application and shall not exceed the maximum temperature recommended by the emulsified
asphalt manufacturer.
All utility appurtenances (e.g. manhole covers, valve covers, etc.) located within the paving limits shall
be coated with a biodegradable soap to prevent the tack coat and HMA from sticking to them. Diesel
shall not be used for this purpose. After application of the biodegradable soap, all catch basins shall
be covered to prevent tack and HMA from entering into them.
5-04.3(4)A Crack Sealing
5-04.3(4)A1 General
When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width and greater.
Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when
filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement
surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat
pavement. Do not use direct flame dryers. Routing cracks is not required.
Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour
the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry
as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry
flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not
completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully
cured.
The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2
percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per
section 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and
joints until full. The following day, any cracks or joints that are not completely filled shall be topped
off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with
the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the
slurry has fully cured. The requirements of Section 1-06 will not apply to the portland cement and
sand used in the sand slurry.
In areas where HMA will be placed, use sand slurry to fill the cracks.
In areas where HMA will not be placed, fill the cracks as follows:
(Addendum No. 3 – Division 5)
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1. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant.
2. Cracks greater than 1 inch in width – fill with sand slurry.
Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in
accordance with these requirements and the manufacturer’s recommendations. Furnish a Type 1
Working Drawing of the manufacturer’s product information and recommendations to the Engineer
prior to the start of work, including the manufacturer’s recommended heating time and temperatures,
allowable storage time and temperatures after initial heating, allowable reheating criteria, and
application temperature range. Confine hot poured sealant material within the crack. Clean any
overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor’s
method of sealing the cracks with hot poured sealant results in an excessive amount of material on
the pavement surface, stop and correct the operation to eliminate the excess material.
5-04.3(4)A2 Crack Sealing Areas Prior to Paving
In areas where HMA will be placed, use sand slurry to fill the cracks.
5-04.3(4)A3 Crack Sealing Areas Not to be Paved
In areas where HMA will not be placed, fill the cracks as follows:
A. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant.
B. Cracks greater than 1 inch in width – fill with sand slurry.
5-04.3(4)B Vacant
5-04.3(4)C Pavement Repair
The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance
with the details shown in the Plans and as marked in the field. The Contractor shall conduct the
excavation operations in a manner that will protect the pavement that is to remain. Pavement not
designated to be removed that is damaged as a result of the Contractor’s operations shall be repaired
by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The
Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer.
The Contractor shall not excavate more area than can be completely finished during the same shift,
unless approved by the Engineer.
Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet.
The Engineer will make the final determination of the excavation depth required. The minimum width
of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any
excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder.
Excavated materials will become the property of the Contractor and shall be disposed of in a
Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21.
Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack
coat shall be applied to all surfaces of existing pavement in the pavement repair area.
(Addendum No. 3 – Division 5)
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Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth.
Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the
Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller.
5-04.3(5) Producing/Stockpiling Aggregates and RAP
Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient
storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from
stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for
processing into the final mixture. Different aggregate sizes shall be kept separated until they have been
delivered to the HMA plant.
5-04.3(5)A Vacant
5-04.3(6) Mixing
After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping
additives have been introduced into the mixer the HMA shall be mixed until complete and uniform
coating of the particles and thorough distribution of the asphalt binder throughout the mineral
materials is ensured.
When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by
more than 25°F as shown on the reference mix design report or as approved by the Engineer. Also,
when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA
shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum
water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no
problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems,
the moisture content shall be reduced as directed by the Engineer.
Storing or holding of the HMA in approved storage facilities will be permitted with approval of the
Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24
hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no
expense to the Contracting Agency. The storage facility shall have an accessible device located at the
top of the cone or about the third point. The device shall indicate the amount of material in storage.
No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the
cone of the storage facility, except as the storage facility is being emptied at the end of the
working shift.
Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the
mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled
asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall
immediately suspend the use of the RAP until changes have been approved by the Engineer. After the
required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been
introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles
and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured.
(Addendum No. 3 – Division 5)
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5-04.3(7) Spreading and Finishing
The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation
established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture.
Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course
shall not exceed the following:
HMA Class 1” 0.35 feet
HMA Class ¾” and HMA Class ½”
wearing course 0.30 feet
other courses 0.35 feet
HMA Class ⅜” 0.15 feet
On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and
finishing equipment impractical, the paving may be done with other equipment or by hand.
When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall
be placed by separate spreading and compacting equipment. The intermingling of HMA produced
from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to
a single JMF established for the class of HMA specified unless there is a need to make an adjustment
in the JMF.
All cast off rock from raking shall be removed prior to compaction of final HMA lift.
5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA
For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent,
uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling
and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the
Engineer.
5-04.3(9) HMA Mixture Acceptance
Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation.
Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is
specified.
Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following
applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary
pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial
evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial
evaluation will be at the option of the Engineer.
The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in
(Addendum No. 3 – Division 5)
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the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in
accordance with this section.
HMA Tolerances and Adjustments
1. Job Mix Formula Tolerances – The constituents of the mixture at the time of acceptance shall be
within tolerance. The tolerance limits will be established as follows:
For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the
tolerances below to the approved JMF values. These values will also be the Upper Specification
Limit (USL) and Lower Specification Limit (LSL) required in Section 1-06.2(2)D2
Property Non-Statistical Evaluation Commercial Evaluation
Asphalt Binder +/- 0.5% +/- 0.7%
Air Voids, Va 2.5% min. and 5.5% max N/A
For Aggregates in the mixture:
a. First, determine preliminary upper and lower acceptance limits by applying the following
tolerances to the approved JMF.
Aggregate Percent Passing Non-Statistical
Evaluation
Commercial Evaluation
1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8%
No. 4 sieve +/-6% +/- 8%
No. 8 Sieve +/- 6% +/-8%
No. 200 sieve +/- 2.0% +/- 3.0%
b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a)
the minimum amount necessary so that none of the aggregate properties are outside the
control points in Section 9-03.8(6). The resulting values will be the upper and lower
acceptance limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2.
2. Job Mix Formula Adjustments – An adjustment to the aggregate gradation or asphalt binder
content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be
considered if the change produces material of equal or better quality and may require the
development of a new mix design if the adjustment exceeds the amounts listed below.
a. Aggregates –2 percent for the aggregate passing the 1½ʺ, 1ʺ, ¾ʺ, ½ʺ, ⅜ʺ, and the No. 4 sieves,
1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the
No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-
03.8(6).
b. Asphalt Binder Content – The Engineer may order or approve changes to asphalt binder
content. The maximum adjustment from the approved mix design for the asphalt binder
content shall be 0.3 percent.
5-04.3(9)A Vacant
5-04.3(9)B Vacant
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 89 2020
5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation
HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting
Agency by dividing the HMA tonnage into lots.
5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots
A lot is represented by randomly selected samples of the same mix design that will be tested for
acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix
Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or
800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be
increased to 1200 tons.
All of the test results obtained from the acceptance samples from a given lot shall be evaluated
collectively. If the Contractor requests a change to the JMF that is approved, the material produced
after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current
lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will
begin at the Contractor’s request after the Engineer is satisfied that material conforming to the
Specifications can be produced.
Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot.
5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling
Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer.
The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with
AASH-TO T 168. A minimum of three samples should be taken for each class of HMA placed on a
project. If used in a structural application, at least one of the three samples shall to be tested.
Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the
discretion of the Engineer.
For HMA used in a structural application and with a total project quantity less than 800 tons but more
than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3
samples will be obtained at the point of acceptance, a minimum of one of the three samples will be
tested for conformance to the JMF:
• If the test results are found to be within specification requirements, additional testing will be
at the Engineer’s discretion.
• If test results are found not to be within specification requirements, additional testing of the
remaining samples to determine a Composite Pay Factor (CPF) shall be performed.
5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing
Testing of HMA for compliance of Va will at the option of the Contracting Agency. If tested, compliance
of Va will use WSDOT SOP 731. Testing of HMA for compliance of Va will not be performed by the
Contracting Agency for this contract.
Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308.
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 90 2020
Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11.
5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors
For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will
determine a Composite Pay Factor (CPF) using the following price adjustment factors:
Table of Price Adjustment Factors
Constituent Factor
“f”
All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ and
No.4 sieves
2
All aggregate passing No. 8 sieve 15
All aggregate passing No. 200 sieve 20
Asphalt binder 40
Air Voids (Va) (where applicable) 20
Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within
the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further
evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job
Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with
Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the
calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup
samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of
three sets of results for evaluation.
5-04.3(9)C5 Vacant
5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments
For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than
1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic
difference of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance price adjustment
will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit
Contract price per ton of mix.
If a constituent is not measured in accordance with these Specifications, its individual pay factor will
be considered 1.00 in calculating the Composite Pay Factor (CPF).
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 91 2020
5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests
The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a
written request within 7 calendar days after the specific test results have been received. A split of the
original acceptance sample will be retested. The split of the sample will not be tested with the same
tester that ran the original acceptance test. The sample will be tested for a complete gradation
analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be
used for the acceptance of the HMA in place of the original sublot sample test results. The cost of
testing will be deducted from any monies due or that may come due the Contractor under the Contract
at the rate of $500 per sample.
5-04.3 (9)D Mixture Acceptance – Commercial Evaluation
If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling
within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no
further evaluation. When one or more constituents fall outside the commercial tolerance limits in the
Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to
determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the
CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the
existing sublots or samples from the street shall be tested to provide a minimum of three sets of results
for evaluation.
For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF
is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the
algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price
Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and
the unit Contract price per ton of mix.
If a constituent is not measured in accordance with these Specifications, its individual pay factor will
be considered 1.00 in calculating the Composite Pay Factor (CPF).
5-04.3(10) HMA Compaction Acceptance
HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for
intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted
course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The
specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when
evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the
maximum density). The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The
specified level of density attained will be determined by the evaluation of the density of the pavement.
The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8,
except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density
gauge and WSDOT SOP 736 when using cores to determine density.
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 92 2020
Tests for the determination of the pavement density will be taken in accordance with the required
procedures for measurement by a nuclear density gauge or roadway cores after completion of the
finish rolling.
If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP
for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening
to traffic.
Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in
accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise
approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with
WSDOT FOP for AASHTO T 166.
If the Contract includes the Bid item “Roadway Core” the cores shall be obtained by the Contractor in
the presence of the Engineer on the same day the mix is placed and at locations designated by the
Engineer. If the Contract does not include the Bid item “Roadway Core” the Contracting Agency will
obtain the cores.
For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after
the Engineer is satisfied that material conforming to the Specifications can be produced.
HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than
those listed above shall be compacted on the basis of a test point evaluation of the compaction train.
The test point evaluation shall be performed in accordance with instructions from the Engineer. The
number of passes with an approved compaction train, required to attain the maximum test point
density, shall be used on all subsequent paving.
HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting
shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer.
Test Results
For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92
percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject
to a price reduction or rejection, the Contractor may request that a core be used for determination of
the relative density of the sublot. The relative density of the core will replace the relative density
determined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and
acceptance of HMA compaction lot.
When cores are taken by the Contracting Agency at the request of the Contractor, they shall be
requested by noon of the next workday after the test results for the sublot have been provided or
made available to the Contractor. Core locations shall be outside of wheel paths and as determined by
the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure
by the Contractor to provide the requested traffic control will result in forfeiture of the request for
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 93 2020
cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for
the coring will be deducted from any monies due or that may become due the Contractor under the
Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control.
5-04.3(10)A HMA Compaction – General Compaction Requirements
Compaction shall take place when the mixture is in the proper condition so that no undue
displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be
compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows
an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new
hot mix that shall be immediately compacted to conform to the surrounding area.
The type of rollers to be used and their relative position in the compaction sequence shall generally
be the Contractor’s option, provided the specified densities are attained. Unless the Engineer has
approved otherwise, rollers shall only be operated in the static mode when the internal temperature
of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode
that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge
decks.
5-04.3(10)B HMA Compaction – Cyclic Density
Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent
of the theoretical maximum density. At the Engineer’s discretion, the Engineer may evaluate the HMA
pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density
Price Adjustment will be assessed for any 500-foot section with two or more density readings below
90 percent of the theoretical maximum density.
5-04.3(10)C Vacant
5-04.3(10)D HMA Nonstatistical Compaction
5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots
HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing
performed by the Contracting Agency dividing the project into compaction lots.
A lot is represented by randomly selected samples of the same mix design that will be tested for
acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix
Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or
400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be
increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T
738.
The sublot locations within each density lot will be determined by the Engineer. For a lot in progress
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 94 2020
with a CPF less than 0.75, a new lot will begin at the Contractor ’s request after the Engineer is satisfied
that material conforming to the Specifications can be produced.
HMA mixture accepted by commercial evaluation and HMA constructed under co nditions other than
those listed above shall be compacted on the basis of a test point evaluation of the compaction train.
The test point evaluation shall be performed in accordance with instructions from the Engineer. The
number of passes with an approved compaction train, required to attain the maximum test point
density, shall be used on all subsequent paving.
HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be
compacted with a pneumatic tire roller unless otherwise approved by the Engineer.
5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing
The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from
within each sublot, with one test per sublot.
5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments
For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92
percent of the reference maximum density the HMA shall be accepted at the unit Contract price with
no further evaluation. When a sublot does not attain a relative density that is 92 percent of the
reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine
the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of
1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower
than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear
moisture-density gauge or cores will be completed as required to provide a minimum of three tests
for evaluation.
For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be
determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent.
The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the
compaction control lot in tons, and the unit Contract price per ton of mix.
5-04.3(11) Reject Work
5-04.3(11)A Reject Work General
Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor
may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability
of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has
been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the
Contractor shall submit a corrective action proposal to the Engineer for approval.
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 95 2020
5-04.3(11)B Rejection by Contractor
The Contractor may, prior to sampling, elect to remove any defective material and replace it with new
material. Any such new material will be sampled, tested, and evaluated for acceptance.
5-04.3(11)C Rejection Without Testing (Mixture or Compaction)
The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears
defective. Material rejected before placement shall not be incorporated into the pavement. Any
rejected section of Roadway shall be removed.
No payment will be made for the rejected materials or the removal of the materials unless the
Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected
material tested, a minimum of three representative samples will be obtained and tested. Acceptance
of rejected material will be based on conformance with the nonstatistical acceptance Specification. If
the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material;
in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than
or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the
material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for
the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater
than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an
addition of 25 percent of the unit Contract price added for the cost of removal and disposal.
5-04.3(11)D Rejection - A Partial Sublot
In addition to the random acceptance sampling and testing, the Engineer may also isolate from a
normal sublot any material that is suspected of being defective in relative density, gradation or asphalt
binder content. Such isolated material will not include an original sample location. A minimum of three
random samples of the suspect material will be obtained and tested. The material will then be
statistically evaluated as an independent lot in accordance with Section 1-06.2(2).
5-04.3(11)E Rejection - An Entire Sublot
An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a
minimum of two additional random samples from this sublot will be obtained. These additional
samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-
06.2(2).
5-04.3(11)F Rejection - A Lot in Progress
The Contractor shall shut down operations and shall not resume HMA placement until such time as
the Engineer is satisfied that material conforming to the Specifications can be produced:
1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor
is taking no corrective action, or
2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 96 2020
Contractor is taking no corrective action, or
3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75.
5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction)
An entire lot with a CPF of less than 0.75 will be rejected.
5-04.3(12) Joints
5-04.3(12)A HMA Joints
5-04.3(12)A1 Transverse Joints
The Contractor shall conduct operations such that the placing of the top or wearing course is a
continuous operation or as close to continuous as possible. Unscheduled transverse joints will be
allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the
placement of the course must be discontinued for such a length of time that the mixture will cool
below compaction temperature. When the Work is resumed, the previously compacted mixture shall
be cut back to produce a slightly beveled edge for the full thickness of the course.
A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as
a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated
from the permanent HMA by strips of heavy wrapping paper or other methods approved by the
Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for
the full thickness of the course prior to resumption of paving.
The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or
tamping irons shall be used to seal the joint.
All transverse (butt) joints between new and existing asphalt shall be milled to the full overlay depth
as shown on the Plans.
All transverse (butt) joints shall be sealed after paving. See Section 5-04.3(17) for requirements.
5-04.3(12)A2 Longitudinal Joints
The longitudinal joint in any one course shall be offset from the course immediately below by not
more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course
shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be
constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved
by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum
aggregate size or more than ½ of the compacted lift thickness and then taper down on a slope not
steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly
compacted.
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 97 2020
SP-5-04.3(12)B Bridge Paving Joint Seals
5-04.3(12)B1 HMA Sawcut and Seal
Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge
paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when
and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain
functional for use in aligning the sawcut after placing the overlay.
Submit a Type 1 Working Drawing consisting of the sealant manufacturer’s application procedure.
Construct the bridge paving joint seal as specified ion the Plans and in accordance with the detail
shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the
Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer’s
application procedure.
SP-5-04.3(12)B2 Paved Panel Joint Seal
Construct the paved panel joint seal in accordance with the requirements specified in section 5-
04.3(12)B1 and the following requirement:
1. Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8)
and the details shown in the Standard Plans.
5-04.3(13) Surface Smoothness
The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and
grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary
more than ¼ inch from the lower edge of a 10-foot straightedge placed on the surface parallel to the
centerline. The transverse slope of the completed surface of the wearing course shall vary not more
than ¼ inch in 10 feet from the rate of transverse slope shown in the Plans or of the existing street
surface if not shown in the Plans.
When deviations in excess of the above tolerances are found that result from a high place in the HMA,
the pavement surface shall be corrected by one of the following methods:
1. Removal of material from high places by grinding with an approved grinding machine, or
2. Removal and replacement of the wearing course of HMA, or
3. By other method approved by the Engineer.
Correction of defects shall be carried out until there are no deviations anywhere greater than the
allowable tolerances.
Deviations in excess of the above tolerances that result from a low place in the HMA and deviations
resulting from a high place where corrective action, in the opinion of the Engineer, will not produce
satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 98 2020
due or that may become due to the Contractor the sum of $500.00 for each and every section of single
traffic lane 100 feet in length in which any excessive deviations described above are found.
When utility appurtenances such as manhole covers and valve boxes are located in the traveled way,
the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may
be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment
details provided in the project plan or specifications call for utility appurtenance adjustments after the
completion of paving. For this contract, utility appurtenances shall be adjusted to final grade after
paving, unless otherwise directed by the Engineer. See Section 5-04.3(20) for requirements.
Utility appurtenance adjustment discussions will be included in the Pre-Paving planing (5-04.3(14)B3).
Submit a written request to waive this requirement to the Engineer prior to the start of paving.
5-04.3(14) Planing (Milling) Bituminous Pavement
The planing plan must be approved by the Engineer and a pre planing meeting must be held prior to
the start of any planing. See Section 5-04.3(14)B2 for information on planing submittals.
Prior to planing operations, existing induction loop vehicle detectors shall be disconnected. Induction
loop vehicle detectors shall be removed during planing operations.
The planing operation on any street and/or street segment shall not precede the HMA paving opera-
tion by more than three (3) calendar days, unless otherwise allowed by the Engineer.
Locations of existing surfacing to be planed are as shown in the Drawings. The depth of planing shall
match the thickness of HMA to be placed, as shown on the Plans.
Where planing an existing pavement is specified in the Contract, the Contractor must remove existing
surfacing material and to reshape the surface to remove irregularities. The finished product must be
a prepared surface acceptable for receiving an HMA overlay.
Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the
planer on the final wearing course of new HMA.
Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the
surface which is to remain. The finished planed surface must be slightly grooved or roughened and
must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair
any damage to the surface by the Contractor’s planing equipment, using an Engineer approved
method.
Repair or replace any metal castings and other surface improvements damaged by planing, as
determined by the Engineer.
A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 99 2020
of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions
of the wedge must be as shown on the Drawings or as specified by the Engineer.
A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines)
where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2
inches or more in height, producing a smooth transition to the existing adjoining pavement.
After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract or
as directed by Engineer, patched and preleveled before opening planed areas to traffic.
The Contractor shall provide for safe vehicular travel over existing utility appurtenances during and
after planing operations. For utility appurtenances not lowered prior to planing operations, the Con-
tractor shall place temporary fillets of HMA, with a minimum slope of 4H:1V, around all exposed utility
appurtenances if any vehicular traffic will be permitted to travel through the work area prior to paving.
The HMA used for this purpose shall be considered an incidental use of HMA as described in Section
5-04.3(18).
The Contractor shall provide for safe vehicular travel over driveway entrances during and after planing
operations. If the depth of exposed curb or drop off exceeds two (2) inches at a driveway and paving
is not occur in the same work shift, the Contractor shall place temporary fillets of HMA along the
driveway to provide a transition with a minimum slope of 4H:1V. The HMA used for this purpose shall
be considered incidental use of HMA as described in Section 5-04.3(18).
The Engineer may direct additional depth planing. Before performing this additional depth planing,
the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-
04.3(14)A.
5-04.3(14)A Pre-Planing Metal Detection Check
Before starting planing of pavements, and before any additional depth planing required by the
Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with
equipment that can identify hidden metal objects.
Should such metal be identified, promptly notify the Engineer.
See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in
pavement.
The Contractor is solely responsible for any damage to equipment resulting from the Contractor’s
failure to conduct a pre-planing metal detection survey, or from the Contractor’s failure to notify the
Engineer of any hidden metal that is detected.
5-04.3(14)B Paving and Planing Under Traffic
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 100 2020
5-04.3(14)B1 General
In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and
unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with
the following:
1. Intersections:
a. Keep intersections open to traffic at all times, except when paving or planing operations
through an intersection requires closure. Such closure must be kept to the minimum time
required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule
such closure to individual lanes or portions thereof that allows the traffic volumes and
schedule of traffic volumes required in the approved traffic control plan. Schedule work so
that adjacent intersections are not impacted at the same time and comply with the traffic
control restrictions required by the Traffic Engineer. Each individual intersection closure or
partial closure, must be addressed in the traffic control plan, which must be submitted to and
accepted by the Engineer, see Section 1-10.2(2).
b. When planing or paving and related construction must occur in an intersection, consider
scheduling and sequencing such work into quarters of the intersection, or half or more of an
intersection with side street detours. Be prepared to sequence the work to individual lanes or
portions thereof.
c. Should closure of the intersection in its entirety be necessary, and no trolley service is
impacted, keep such closure to the minimum time required to place and compact the HMA
mixture, plane, remove asphalt, tack coat, and as needed.
d. Any work in an intersection requires advance warning in both signage and a number of
Working Days advance notice as determined by the Engineer, to alert traffic and emergency
services of the intersection closure or partial closure.
e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is
allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained
from the Engineer.
2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and
maintaining temporary pavement marking must comply with Section 8-23.
3. Permanent pavement marking must comply with Section 8-22.
5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan
The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at
least 5 Working Days in advance of each operation’s activity start date. These plans must show how
the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing
briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each
operation’s traffic control plan on 24 x 36 inch 11X17 inch or larger size Shop Drawings with a scale
showing both the area of operation and sufficient detail of traffic beyond the area of operation where
detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet 100 feet , which may
be changed if the Engineer agrees sufficient detail is shown.
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 101 2020
The planing operation and the paving operation include, but are not limited to, metal detection,
removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks,
paving trains, rolling, scheduling, and as may be discussed at the briefing.
When intersections will be partially or totally blocked, provide adequately sized and noticeable
signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control
plan must show where police officers will be stationed when signalization is or may be,
countermanded, and show areas where flaggers are proposed.
At a minimum, the planing and the paving plan must include:
1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day’s traffic
control as it relates to the specific requirements of that day’s planing and paving. Briefly describe
the sequencing of traffic control consistent with the proposed planing and paving sequence, and
scheduling of placement of temporary pavement markings and channelizing devices after each
day’s planing, and paving.
2. A copy of each intersection’s traffic control plan.
3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas,
including return routes. Describe the complete round trip as it relates to the sequencing of paving
operations.
4. Names and locations of HMA Supplier facilities to be used.
5. List of all equipment to be used for paving.
6. List of personnel and associated job classification assigned to each piece of paving equipment.
7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and
intended area of planing and of paving for each day’s work, must include the directions of
proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped
lane paving, intersection planing and paving scheduling and sequencing, and proposed
notifications and coordinations to be timely made. The plan must show HMA joints relative to the
final pavement marking lane lines.
8. Names, job titles, and contact information for field, office, and plant supervisory personnel.
9. A copy of the approved Mix Designs.
10. Tonnage of HMA to be placed each day.
11. Approximate times and days for starting and ending daily operations.
5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing
At least 2 Working Days before the first paving operation and the first planing operation, or as
scheduled by the Engineer for future paving and planing operations to ensure the Contractor has
adequately prepared for notifying and coordinating as required in the Contract, the Contractor must
be prepared to discuss that day’s operations as they relate to other entities and to public safety and
convenience, including driveway and business access, garbage truck operations, Metro transit
operations and working around energized overhead wires, school and nursing home and hospital and
other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic,
and emergency services. The Contractor, and Subcontractors that may be part of that day’s operations,
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 102 2020
must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing
plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion
includes, but is not limited to:
1. General for both Paving Plan and for Planing Plan:
a. The actual times of starting and ending daily operations.
b. In intersections, how to break up the intersection, and address traffic control and signalization
for that operation, including use of peace officers.
c. The sequencing and scheduling of paving operations and of planing operations, as applicable,
as it relates to traffic control, to public convenience and safety, and to other con-tractors who
may operate in the Project Site.
d. Notifications required of Contractor activities, and coordinating with other entities and the
public as necessary.
e. Description of the sequencing of installation and types of temporary pavement markings as it
relates to planning and to paving.
f. Description of the sequencing of installation of, and the removal of, temporary pavement
patch material around exposed castings and as may be needed
g. Description of procedures and equipment to identify hidden metal in the pavement, such as
survey monumentation, monitoring wells, street car rail, and castings, before planning, see
Section 5-04.3(14)B2.
h. Description of how flaggers will be coordinated with the planing, paving, and related
operations.
i. Description of sequencing of traffic controls for the process of rigid pavement base repairs.
j. Other items the Engineer deems necessary to address.
2. Paving – additional topics:
a. When to start applying tack and coordinating with paving.
b. Types of equipment and numbers of each type equipment to be used. If more pieces of
equipment than personnel are proposed, describe the sequencing of the personnel operating
the types of equipment. Discuss the continuance of operator personnel for each type
equipment as it relates to meeting Specification requirements.
c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure
different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF
is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not
adversely influence the other JMF.
d. Description of contingency plans for that day’s operations such as equipment breakdown, rain
out, and Supplier shutdown of operations.
e. Number of sublots to be placed, sequencing of density testing, and other sampling and
testing.
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 103 2020
5-04.3(15) Sealing Pavement Surfaces
Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3.
Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic.
5-04.3(16) HMA Road Approaches
HMA approaches shall be constructed at the locations shown in the Plans or where staked by the
Engineer. The Work shall be performed in accordance with Section 5-04.
5-04.3(17) Construction Joint Sealing
Transverse Joints - Joints between new and existing asphalt shall be sealed within five (5) calendar
days after final rolling of the final lift of HMA. The seal shall be CSS-1 emulsified asphalt. The emulsified
asphalt shall be placed in a way to be smooth and flush with roadway surface with minimal overband-
ing. This work is considered incidental to the bid item “HMA for Pavement Repair CL. ½” PG 64-22”.
5-04.3(18) Incidental Uses for HMA
Incidental uses for HMA shall consist of restoration and adjustment to paved areas and other such us-
es as directed by the Engineer. For example, a thickened edge may be required for some streets and/or
street segment(s). Incidental uses for HMA shall be measured and paid under the “HMA for Pavement
Repair CL ½” PG 64-22” bid item for the overlay related HMA and full depth spot repair related HMA.
5-04.3(19) Edge of Pavement Alignment
Where curb and gutter do not exist, the Contractor shall maintain a ± 2 inches per 100 linear feet
tolerance for the edge of pavement. The Contractor may establish a reference line as a guide at their
discretion or as directed by the Engineer. This work is considered incidental to the bid item “HMA for
Pavement Repair CL ½” PG 64-22”.
5-04.3(20) Adjusting Utility Covers and Monument Cases to Final Grade
The following section only applies to existing utility covers and monument cases covered by HMA. The
work shall be completed after the final rolling of the final lift of HMA. The work consists of locating
and marking these features and then adjusting them final grade.
The Contractor shall locate all utility covers and monument cases covered by HMA immediately after
paving operations are complete for a street and/or street segment. Each location shall be marked with
paint and identify the type of buried feature. The Contractor shall completely expose all water valve
boxes and gas valves for access within five (5) calendar days after final rolling of the final lift of HMA.
The Contractor shall adjust the following features to final grade per the requirements listed below.
Manholes – Refer to Renton Standard Plan 106 included in Appendix B.
Water Valve Boxes – Refer to Renton Standard Plan 330.1 in Appendix B.
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 104 2020
Gas Valves – Same as Water Valve Boxes.
Monument Cases – Refer to Renton Standard Plan 113 in Appendix B.
J-boxes, Electrical Vaults, Communications Vaults – These features shall not to be covered with HMA.
5-04.3(21) Temporary Pavement Marking
The furnishing and installing of temporary pavement marking shall be as described in Section 8-23.
For this contract, all temporary pavement marking is considered short duration.
5-04.4 Measurement
HMA Cl. ___ PG ___, HMA for ___ Cl. ___ PG ___, and Commercial HMA will be measured by the ton
in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder,
mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace
mix as allowed by Section 5-04.3(11), the material removed will not be measured.
Roadway cores will be measured per each for the number of cores taken.
Preparation of untreated roadway will be measured by the mile once along the centerline of the main
line Roadway. No additional measurement will be made for ramps, Auxiliary Lanes, service roads,
Frontage Roads, or Shoulders. Measurement will be to the nearest 0.01 mile.
Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 mile or
by the square yard, whichever is designated in the Proposal.
Pavement repair excavation will be measured by the square yard of surface marked prior to excavation.
Asphalt for prime coat will be measured by the ton in accordance with Section 1-09.2.
Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is
designated in the Proposal.
Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4.
Longitudinal joint seals between the HMA and cement concrete pavement will be measured by the
linear foot along the line and slope of the completed joint seal.
Planing bituminous pavement will be measured by the square yard.
Planing bituminous pavement to a 2 inch depth will be measured by the square yard.
Planing bituminous pavement to a 4 inch depth will be measured by the square yard.
Temporary pavement marking will be measured by the linear foot as provided in Section 8-23.4.
Water will be measured by the M gallon as provided in Section 2-07.4.
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 105 2020
Adjust Manhole Cover will be measured per each.
Adjust Water Valve Box will be measured per each.
Adjust Gas Valve will be measured per each.
Adjust Monument Case will be measured per each.
5-04.5 Payment
Payment will be made for each of the following Bid items that are included in the Proposal:
“HMA Cl. ___ PG ___”, per ton.
“HMA for Approach Cl. ___ PG ___”, per ton.
“HMA for Preleveling Cl. ___ PG ___”, per ton.
“HMA for Pavement Repair Cl. ___ PG ___”, per ton.
“Commercial HMA”, per ton.
The unit Contract price per ton for “HMA Cl. ___ PG ___”, “HMA for Approach Cl. ___ PG ___”, “HMA
for Preleveling Cl. ___ PG ___”, “HMA for Pavement Repair Cl. ___ PG ___”, and “Commercial HMA”
shall be full compensation for all costs, including anti-stripping additive, incurred to carry out the
requirements of Section 5-04 except for those costs included in other items which are included in this
Subsection and which are included in the Proposal.
“Preparation of Untreated Roadway”, per mile.
The unit Contract price per mile for “Preparation of Untreated Roadway” shall be full pay for all Work
described under 5-04.3(4) , with the exception, however, that all costs involved in patching the
Roadway prior to placement of HMA shall be included in the unit Contract price per ton for “HMA Cl.
___ PG ___” which was used for patching. If the Proposal does not include a Bid item for “Preparation
of Untreated Roadway”, the Roadway shall be prepared as specified, but the Work shall be included
in the Contract prices of the other items of Work.
“Preparation of Existing Paved Surfaces”, per mile.
The unit Contract Price for “Preparation of Existing Paved Surfaces” shall be full pay for all Work
described under Section 5-04.3(4) with the exception, however, that all costs involved in patching the
Roadway prior to placement of HMA shall be included in the unit Contract price per ton for “HMA Cl.
___ PG ___” which was used for patching. If the Proposal does not include a Bid item for “Preparation
of Untreated Roadway”, the Roadway shall be prepared as specified, but the Work shall be included
in the Contract prices of the other items of Work.
“Crack Sealing”, by force account.
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 106 2020
“Crack Sealing” will be paid for by force account as specified in Section 1-09.6. For the purpose of
providing a common Proposal for all Bidders, the Contracting Agency has entered an amount in the
Proposal to become a part of the total Bid by the Contractor.
“Pavement Repair Excavation Incl. Haul”, per square yard.
The unit Contract price per square yard for “Pavement Repair Excavation Incl. Haul” shall be full
payment for all costs incurred to perform the Work described in Section 5-04.3(4) with the exception,
however, that all costs involved in the placement of HMA shall be included in the unit Contract price
per ton for “HMA for Pavement Repair Cl. ___ PG ___”, per ton.
“Asphalt for Prime Coat”, per ton.
The unit Contract price per ton for “Asphalt for Prime Coat” shall be full payment for all costs incurred
to obtain, provide and install the material in accordance with Section 5-04.3(4).
“Prime Coat Agg.”, per cubic yard, or per ton.
The unit Contract price per cubic yard or per ton for “Prime Coat Agg.” shall be full pay for furnishing,
loading, and hauling aggregate to the place of deposit and spreading the aggregate in the quantities
required by the Engineer.
“Asphalt for Fog Seal”, per ton.
Payment for “Asphalt for Fog Seal” is described in Section 5-02.5.
“Longitudinal Joint Seal”, per linear foot.
The unit Contract price per linear foot for “Longitudinal Joint Seal” shall be full payment for all costs
incurred to perform the Work described in Section 5-04.3(12).
“Planing Bituminous Pavement”, per square yard.
“Planing Bituminous Pavement – 2 inch depth”, per square yard.
“Planing Bituminous Pavement – 4 inch depth”, per square yard.
The unit Contract price per square yard for “Planing Bituminous Pavement” ”, “Planing Bituminous
Pavement – 2 inch depth”, “Planing Bituminous Pavement – 4 inch depth” shall be full payment for all
costs incurred to perform the Work described in Section 5-04.3(14).
“Temporary Pavement Marking”, per linear foot.
Payment for “Temporary Pavement Marking” is described in Section 8-23.5.
“Water”, per M gallon.
(Addendum No. 3 – Division 5)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 107 2020
Payment for “Water” is described in Section 2-07.5.
“Job Mix Compliance Price Adjustment”, by calculation.
“Job Mix Compliance Price Adjustment” will be calculated and paid for as described in Section 5-
04.3(9)C6.
“Compaction Price Adjustment”, by calculation.
“Compaction Price Adjustment” will be calculated and paid for as described in Section 5-04..3(10)D3.
“Roadway Core”, per each.
The Contractor’s costs for all other Work associated with the coring (e.g., traffic control) shall be
incidental and included within the unit Bid price per each and no additional payments will be made.
“Cyclic Density Price Adjustment”, by calculation.
“Cyclic Density Price Adjustment” will be calculated and paid for as described in Section 5-04.3(10)B.
“Adjust Manhole Cover”, per each.
“Adjust Water Valve Box”, per each.
“Adjust Gas Valve”, per each.
“Adjust Monument Case”, per each.
The unit Contract price per each for “Adjust Manhole Cover”, “Adjust Water Valve Box”, “Adjust Gas
Valve”, “Adjust Monument Case” shall be full payment for all costs incurred to perform the Work
described in Section 5-04.3(20).
END OF DIVISION 5
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 108 2020
DIVISION 8 – MISCELLANEOUS CONSTRUCTION
8-02 ROADSIDE RESTORATION
SP-8-02.4 Measurement
The first paragraph is replaced with the following:
(******)
Topsoil, bark or woodchip mulch and soil amendments will be measured by the acre or the cubic yard
along the grade and slope of the area covered immediately after placement. Weed control pre-
treatment of topsoil areas, excavation, and stockpiling are included in the bid item “Topsoil Type ___.
8-02.5 Payment
Section 8-02.5 is supplemented with the following:
(******)
“Topsoil Type ____”, per cubic yard.
The unit Contract price per cubic yard for “Topsoil Type ____” shall be full pay for all costs for the
specified Work.
8-14 CEMENT CONCRETE SIDEWALKS
8-14.3 Construction Requirements
Section 8-14.3 is supplemented with the following:
(January 7, 2019 WSDOT GSP, Option 3)
Layout and Conformance to Grades
Using the information provided in the Contract documents, the Contractor shall lay out, grade, and
form each new curb ramp, sidewalk, and curb and gutter.
8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS,
AND ELECTRICAL
8-20.1 Description
Section 8-20.1 is supplemented with the following:
(******)
This Work includes furnishing, installing and field-testing all materials necessary to provide a complete
and operational Rectangular Rapid Flash Beacon (RRFB) system at each of three school crossings.
This Work shall consist of, but not necessarily be limited to:
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 109 2020
• New AC Powered RRFB System at Union Ave SE north of Sierra Heights Elementary School south
parking lot entrance
• New AC Powered RRFB System at Edmonds Ave NE and NE 16th St
• New AC Powered RRFB System at 144th Ave SE south of Maplewood Heights Elementary School
north parking lot entrance
The Work involves, but not necessarily be limited to:
• AC powered RRFB systems
• Pedestrian push button systems
• Signs mounted to the pole with RRFB
• Conduits and wiring
• Electrical grounding
• Foundations
• Junction boxes
• Trenching, excavation, and backfill
• Directional bore
• Restoration of curb, sidewalk, landscaping, and pavement
• Poles, pole base, and posts
• Service cabinet
• RRFB system testing
• Utility locates
• PSE service fee
• Coordination with PSE
• Permit application and fee
• Other incidental materials as may be required
All Work shall be performed as shown in the Plans in accordance with applicable Standard
Specifications, Standard Plans, Amendments, City of Renton Standards, Puget Sound Energy
Standards, and the following Special Provisions. Unless otherwise noted, the location of RRFBs,
controllers, standards, and appurtenances shown in the Plans are approximate, and the exact location
will be established by the Engineer in the field.
(******)
SP-8-20.1(1) Regulations and Codes
Section 8-20.1(1) is supplemented with the following:
(******)
All materials and methods required under this section, unless otherwise superseded herein, shall
conform to the standard specifications, to the latest edition of the State of Washington Standard Plans
for Road, Bridge, and Municipal Construction (herein referred to as the Standard Plans), to the State
of Washington Sign Fabrication Manual, to the City of Renton Standards and Details, to the latest
edition of the National Electric Code (NEC), and to the current edition of the Manual on Uniform Traffic
Control Devices (MUTCD) as adopted by the State of Washington.
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 110 2020
Delete the first sentence of the first paragraph of Section 8-20.1(1) and replace with the following:
All electrical equipment shall conform to the standards of the National Electrical Manufacturers
Association (NEMA), FHWA IP-78-16, the Radio Manufacturers Association, the American Society for
Testing and Materials (ASTM), the American Association of State Highway and Transportation Officials
(AASHTO), the American National Standards Institute (ANSI), the National Electrical Safety Code
(NESC), the International Municipal Signal Association (IMSA), whichever is applicable, and to other
codes listed herein.
Where applicable, materials shall conform to the latest requirements of the Puget Sound Energy.
(******)
8-20.1(2) Industry Codes and Standards
Section 8-20.1(2) is supplemented with the following:
(******)
Section 8-20.1(2) is supplemented with the following:
National Electrical Safety Code (NESC), Secretary NESC, NESC Committee, IEEE Post Office Box 1331,
445 Hoes Lane, Piscataway, NJ 08855-1331.
(******)
8-20.1(3) Permitting and Inspections
Section 8-20.1(3) is supplemented with the following:
(******)
The Contractor will be responsible for coordinating, obtaining, and paying for all permits, including
electrical service applications, necessary to complete this work in a timely fashion. All costs to obtain
and comply with electrical permits shall be included in the applicable bid items for the work involved.
All required electrical permits shall be obtained before beginning trench excavation.
The City of Renton Electrical Inspector shall inspect and approve the electrical portions of the project.
The Contractor shall notify the Electrical Inspector at least 24 hours in advance of required field
inspection. Before work begins, the Contractor shall contact the Electrical Inspector to coordinate a
schedule of electrical inspections (call the request line at 425-430-7275). This project shall be
accomplished in compliance with WAC 296-46B-010 Traffic Management Systems and shall conform
to the current adopted version of the NEC.
Prior to PSE energizing service cabinets, an electrical and transportation maintenance inspection must
be passed with a copy of the electrical control permit and inspection sticker inside cabinets.
(******)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 111 2020
8-20.1(4) Restrictions on the Schedule of Work
Section 8-20.1(4) is added as follows:
(******)
Work in Roadway
All work in the roadway is subject to the traffic control requirements specified in Division 1.
(******)
8-20.1(5) Traffic Control during Construction
Section 8-20.1(5) is added as follows:
(******)
The Contractor shall include in the submitted traffic control plan, detailed plan during roadway
trenching, erection of mast arms, installation of vehicle detection, and other activities requiring lane
closures or detours. See Section 1-10 for traffic control requirements and uniformed police officer
requirements.
(******)
8-20.1(6) Errors and Omissions
Section 8-20.1(6) is added as follows:
(******)
The Contractor shall immediately notify the Engineer upon discovery of any errors or omissions in the
Contract Documents, in the layout as given by survey points and instructions, or of any discrepancy
between the Contract Documents and the physical conditions of the locality. If deemed necessary, the
Engineer shall rectify the matter and advise the Contractor accordingly. Any work done after such
discovery without authorization by the Engineer will be done at the Contractor’s risk.
(******)
8-20.2 Materials
Section 8-20.2 is supplemented with the following:
(******)
Material requirements for signal, illumination and communication systems are contained in Section 9-
29 of the Standard Specifications and Section 9-29 of these Special Provisions.
The Engineer reserves the right to inspect the manufacturing process of all materials. Final inspection
and acceptance of the installed materials will not be given until final installation and testing has been
completed on the systems. Approval to install materials and equipment must be obtained from the
Engineer at the job site before installation.
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 112 2020
Controlled density fill shall meet the requirements of Section 2-09.3(1)E of the Standard Specifications.
Crushed surfacing top course and crushed surfacing base course shall meet the requirements of
Section 9-03.9(3) of the Standard Specifications.
Bedding material shall consist of 5/8-inch minus crushed rock free of any deleterious substances per
Section 9-03.1(5)A of the Standard Specifications.
RRFB System shall meet the requirements of Section 9-29.22 of the Special Provisions.
(******)
8-20.2(1) Equipment List and Drawings
Section 8-20.1(1) is supplemented with the following:
(******)
Delete the first paragraph of Section 8-20.2(1) and replace with the following:
The Contractor shall submit to the Engineer a completed “Request for Approval of Material” that
describes the material proposed for use to fulfill the Plans and Specifications. Request for Approval of
Materials shall submit with all traffic signal, communication, and illumination materials in one
complete package.
Delete the fifth paragraph of Section 8-20.2(1).
(******)
SP-8-20.3 Construction Requirements
Section 8-20.3 is supplemented with the following:
(******)
Signal Installation Coordination with the City
The Contractor shall coordinate with City of Renton Transportation Maintenance Manager (contact
person: Eric Cutshall at 425-430-7423) for all required signal installation work and testing.
Power Source Coordination
The Contractor shall coordinate all of the installation details for the electrical service cabinet(s) with
Puget Sound Energy. Upon Notice to Proceed, the Contractor shall meet with a PSE Representative
(call 1-888-321-7779) in the field to verify the location of power source as shown in the Plans and shall
notify the Engineer immediately if any conflicts exist. Except for the service connection, the PSE
portion of the installation shall be completed prior to installation of the service cabinet by the
Contractor.
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 113 2020
(******)
8-20.3(1)A Illumination Requirements During Construction
Section 8-20.3(1)A is added as follows:
(******)
Existing or higher illumination levels shall be maintained by using existing or temporary illumination
until the new system is operational. The Contractor is responsible for maintaining ten (10) feet
clearance zone around existing aerial primary power lines during the construction. Coordinate work
with the power company.
(******)
8-20.3(2) Excavating and Backfilling
Section 8-20.3(2) is supplemented with the following:
(******)
Underground utilities of record will be shown on the Plans insofar as information is available. These,
however, are shown for convenience only and the City assumes no responsibility for improper
locations or failure to show utility locations on the construction plans.
The location of existing underground utilities, when shown on the Plans, is approximate only, and the
Contractor shall be responsible for determining their exact location. The Contractor shall check with
the utility companies concerning any possible conflict prior to commencing excavation in any area, as
not all utilities may be shown on the Plans.
The Contractor shall be responsible for potholing for conflicts with underground utility locations. Prior
to construction, if any conflicts are expected, it shall be brought to the attention of the Engineer for
resolution.
The Contractor shall be entirely responsible for coordination with the utility companies and arranging
for the movement or adjustment, either temporary or permanent, of their facilities within the project
limits.
If a conflict is identified, the Contractor shall contact the Engineer. The Contractor and City shall locate
alternative locations for poles, cabinet, or junction boxes. The Contractor shall get approval from the
Engineer prior to installation. The Contractor may consider changing depth or alignment of conduit to
avoid utility conflicts.
Before beginning any excavation work for foundations, vaults, junction boxes or conduit runs, the
contractor shall confirm that the location proposed on the Contract Plans does not conflict with utility
location markings placed on the surface by the various utility companies. If a conflict is identified, the
following process shall be used to resolve the conflict:
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• Contact the Engineer and determine if there is an alternative location for the foundation, junction
box, vault or conduit trench.
• If an adequate alternate location is not obvious for the underground work, select a location that
may be acceptable and pothole to determine the exact location of other utilities. Potholing must
be approved by the Engineer.
• If an adequate alternate alignment still cannot be identified following potholing operations, the
pothole area should be restored and work in the area should stop until a new design can be
developed.
• The Contractor shall get approval from the Engineer prior to installation.
• The Contractor may consider changing depth or alignment of conduit to avoid utility conflicts.
The Contractor shall not attempt to adjust the location of an existing utility unless specifically agreed
to by the utility owner.
8-20.3(4) Foundations
Section 8-20.3(4) is supplemented with the following:
(******)
The foundation for the PPB post shall conform to WSDOT Standard Plans J-21.10-04.
The foundation for the RRFB pole shall conform to WSDOT Standard Plans J-21.10-04.
The foundation for the metered service cabinet shall conform to City of Renton Standard Plan 126.1
and 126.2.
The anchor bolts shall match that of the device to be installed thereon.
Concrete shall be placed against undisturbed earth if possible. Disturbed earth or backfill material
shall be compacted to ninety-five (95) percent of the material's maximum density. Before placing the
concrete, the Contractor shall block-out around any other underground utilities that lie in the
excavated base so that the concrete will not adhere to the utility line. Concrete foundations shall be
troweled, brushed, edged and finished in a workmanship-like manner. Concrete shall be promptly
cleaned from the exposed portion of the anchor bolts and conduit after placement. Foundation shall
all be Class 4000P concrete. After the specified curing period, the Contractor may install the applicable
device thereon.
All concrete foundations shall be constructed in the manner specified below:
1. Where no sidewalks are to be installed, the grade for the top of the foundation shall be as
specified by the Engineer.
2. Where sidewalk or raised islands are to be constructed as a part of this project, the top of the
foundation shall be made flush with the top of the sidewalk or island.
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All concrete foundations shall be installed at locations per stationing on the Plans. Pole locations shall
be staked by the Contractor and locations shall be field verified and approved by the Engineer in the
field prior to excavation.
The Contractor shall secure the anchor bolts required for the item to be mounted on the foundation.
The Contractor shall also securely locate all conduit required, including a spare 2-inch conduit to be
used to connect the pole or controller cabinet ground wire to the ground rod in the nearest J-box.
Location of all concrete foundations shall be approved by the Engineer prior to excavation.
8-20.3(5) Conduit
8-20.5(5)A General
Section 8-20.3(5)A is supplemented with the following:
(******)
Pull strings shall be provided and installed by the Contractor.
When copper or fiber optic interconnect cable is part of a project, the conduit sweeps bringing the
interconnect cable into and out of the junction boxes shall be offset as directed by the Engineer to
accommodate the cable’s tendency to curl. The conduit sweep shall have a minimum bend radius of
24-inches.
Conduits entering through the cabinet foundation shall be arranged toward the front of the cabinet
for maximum accessibility or as directed by the Engineer.
Conduits shall be capped during construction using manufactured seals to prevent entrance of water
and debris. Spare conduits shall be capped and labeled as City of Renton conduits and shall include
polyester detectable pull tape that meets or exceeds a breaking strength of 900 lbs. Detectable pull
tape shall also be added to conduits occupied with non-electrical cables.
Where sidewalk panels need to be removed for the installation of conduit or junction boxes, the
Contractor is responsible for restoring the area near the back of sidewalk as needed to repair damage
from sidewalk panel formwork.
Where intercepting and splicing to an existing conduit is called out on the Plans, the Contractor shall
verify the conduit size and schedule before ordering the new conduit sections. The size provided on
the Plans is an estimation.
8-20.3(5)B Conduit Type
Delete the second paragraph of Section 8-20.3(5)B and replace with the following:
(******)
Rigid metal conduit (RMC) shall only be placed where indicated and shown on the Contract Plans.
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Section 8-20.3(5)B is supplemented with the following:
All conduit shall be rigid non-metallic unless noted otherwise in the Contract Plans or Special
Provisions.
All conduit openings shall be fitted with approved bell-ends or bushings. Wall thickness of conduit
shall be consistent within continuous conduit runs with no mixing of different schedule types between
terminations.
The Contractor shall provide all conduit and necessary fittings as needed. Conduit size shall be as
indicated on the wiring and conduit schedule shown on the Plans.
All joints shall be made with strict compliance to the manufacturer's recommendations regarding
cement used and environmental conditions.
Conduits shall be capped during construction using manufactured seals to prevent entrance of water
and debris. The conduits shall be cleaned before pulling wire and shall include bonded ground wire
(including spare conduits for locating purposes).
Spare conduits shall be capped and labeled "City of Renton" conduits.
8-20.3(5)F Damaged or Blocked Conduits
Section 8-20.3(5)F is added as follows:
(******)
Damaged or blocked conduits shall be repaired by the Contractor. The Contractor shall attempt to
remove debris in the conduit by blowing in air. The Contractor shall be careful not to blow air towards
the service or controller cabinet. If the blockage doesn’t break free, the Contractor shall identify the
potential blocked/damaged location using a fish tape. Once the blockage location is identified, the
Contractor shall attempt to remove the existing cabling (if any) from the conduit. If the cabling is
removed, the Contractor shall attempt to pass a fish tape through the conduit again. If the fish tape
passes through the conduit past the identified blockage point easily, the Contractor shall attempt to
reinstall all existing cabling along with the new cabling called out in the Contract Plans.
If the existing cabling cannot be removed, or reinstalled after removal, the Contractor shall excavate
down to the conduit blockage point and repair the conduit break. The Contractor shall obtain approval
from the Engineer prior to removing existing cabling or beginning excavation. All cabling shall be
removed from the conduit prior to repairing the broken conduit. Once the conduit is repaired, the
Contractor shall restore the disturbed area. The removal of cable, excavation, conduit repair, and
surface restoration will be paid for by change order or Minor Change as determined by the Engineer.
The cost for other work needed to identify and remedy blocked conduits as described in this Section
shall be incidental.
8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes
Section 8-20.3(6) is supplemented with the following:
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(******)
All junction boxes and associated concrete pads shall be installed on compacted sub grade which shall
include six inches of 5/8th-inch minus crushed surfacing top course material installed under and
around the base of the junction box. The junction box shall include installation of a 4" thick Class "B"
cement concrete pad enclosing the junction box as per the Plans, specifications and detail sheets.
Concrete shall be promptly cleaned from the junction box frame and lid.
If junction boxes are placed in the sidewalk, they shall not be placed closer than 12 inches from the
edge of any sidewalk or sidewalk joint. The frame and lid shall be from 0 to 3/16 inch below a straight
edge laid across the sidewalk, and the lid shall be flat to a maximum of 1/16 inch positive camber. Pre-
molded joint filler for expansion joints shall be placed around junction boxes installed in sidewalks. All
junction boxes placed in the sidewalks shall have skid resistant lids.
Junction boxes shall have galvanized steel locking lids and frames.
Wiring shall not be pulled into any conduit until all associated junction boxes have been adjusted to
or installed in their final grade and location, unless installation is necessary to maintain system
operation. If wire is installed for this reason, sufficient slack shall be left to allow for final adjustment.
The Contractor shall not damage any existing conduits when replacing or excavating existing junction
boxes. The Contractor is to maintain the integrity of all junction boxes during reconfiguration of the
conduits, installation of new conduits or when excavating.
8-20.3(8) Wiring
Section 8-20.3(8) is supplemented with the following:
(******)
For installing new cables in existing occupied or empty conduit, the Contractor shall be responsible for
the following steps: 1) Install a new pull rope using a rod/fish tape in the conduit for pulling in the new
cabling if a pull rope does not already exist. 2) If the Contractor cannot get the rod/fish tape to pass
through the conduit, the Contractor shall blow air through the conduit to remove any debris blocking
the rod/fish tape path. The Contractor shall be careful not to blow air into controller or service
cabinets. 3) If the rod/fish tape still does not pass through the conduit after blowing air, the Contractor
shall disconnect a single existing wire as agreed to by the Engineer (if the conduit is occupied) and use
that wire to pull the new wiring plus a new cable to replace the existing cable that is being used for
pulling. 4) If no existing wire can be used to pull in the new wire, the Contractor shall try another
conduit run if one exists, or pull out all existing wiring from the conduit and use to pull in the new
wiring plus all new cabling to replace existing cabling. Rodding, fish taping, blowing air, and
disconnecting/ reconnecting cable shall be the Contractor’s cost responsibility. In an event that none
of these steps led to successful wire installation, the Contractor shall install new conduit as directed
by the Engineer.
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8-20.3(9) Bonding, Grounding
Section 8-20.3(9) is supplemented with the following:
(******)
All street light standards, signal poles and other standards on which electrical equipment is mounted
shall be grounded to a copper clad metallic ground rod 5/8" in diameter x 8'0" in length complete with
a #8 AWG bare copper bonding strap located in the nearest junction box. All signal controller cabinets
and signal/lighting service cabinets shall be grounded to a 5/8" in diameter x 8'0" in length copper
clad metallic ground rod located in the nearest junction box with a bare copper bonding strap sized in
accordance with the Plans, specifications and applicable codes.
Ground rods are considered miscellaneous items and all costs are to be included within the Bid Items
in the proposal.
Polyester detectable pull tape shall not be connected to the equipment-grounding system.
The Contractor shall provide and install bonding and grounding wires as described in Standard
Specifications and the National Electric Code for any new metallic junction box and any modified
existing junction boxes. For the purposes of this section, a box shall be considered “modified” if new
current-carrying conductors are installed, including low-voltage conductors, or if the box is adjusted
to grade, or if the box lid is modified.
8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets
Section 8-20.3(10) is revised by deleting the second and third paragraphs and supplement with the
following:
(******)
Electrical service cabinet shall be single phase 120/240 volt, 3 wire 60 cycle A.C. (street lighting
contactor/traffic signal, grounded neutral service). The service cabinet shall be NEMA 3R, padmount,
1/8” aluminum 5052-h32 construction 2 screened and gasketed vents or approved equal. The service
cabinet doors shall be heavy duty hinges (lift-off type), welded in place stainless steel vault handles,
padlockable meter door “best” CX lock on distribution door, polished wire glass window in meter door,
closed cell neoprene gasket, card holder or approved equal. The service cabinet finish shall be mill
finish aluminum or approved equal. Refer to City of Renton Standard Plan 122.1 and 122.2 for service
cabinet.
The service point shall be as noted on the Plans and shall be verified by the electrical servicing utility
(the Contractor to coordinate a power service point availability, with a power company).
The Contractor shall install conduit from the new electrical service cabinet to PSE power source as
shown on the Plans (coordinate work with Puget Sound Energy prior to cabinet base installation). In
addition, the Contractor shall provide service conductors from the electrical service to the power
source with at least 20 feet of service wire coiled and coordinate the connection with Puget Sound
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Energy representative. All connections and interfacing with Puget Sound Energy shall conform to
Puget Sound Energy requirements.
The Contractor shall have all services inspected by the City Electrical Inspector and shall be solely
responsible for coordination with the power company to have the service energized. The Contractor
shall notify the City Inspector when the service is ready for connection and shall coordinate with Puget
Sound Energy. The Contractor shall pay all connection fees.
All service cabinets shall be shipped and delivered to the job site in a protective covering with suitable
dunnage to prevent damage to the exterior surface.
8-20.3(11) Testing
Section 8-20.3(11) is supplemented with the following:
(******)
All work shall be completed in a manner that provides the Inspector and Engineer with full knowledge
of the construction. The work shall proceed in accordance with the approved construction schedule
previously supplied to and approved by the City. The Inspector and Engineer may, at their option,
require work completed without their knowledge or inspection to be dismantled so that it can be
inspected to their satisfaction.
Prior to schedule of turn-on, an electrical inspection and a transportation inspection must be passed
with a copy of the Electrical Control Permit in the service cabinet.
RRFB System Turn -On
A minimum of five (5) working days written notice will be required for RRFB turn-on. All functional
tests required by the Contract Specifications shall be completed to the satisfaction of the Engineer 48
hours prior to the turn-on date.
RRFB turn-on shall not be allowed on Mondays, Fridays, weekends, holidays, and the weekday
immediately before and after a holiday. Signal turn-on shall be completed between the hours of 9 a.m.
and 2 p.m. on the day of the turn-on. No turn-on will be allowed until the City of Renton Transportation
Maintenance Manager (contact person: Eric Cutshall at 425-430-7423) gives approval.
The RRFB turn-on shall be by the City's Transportation Maintenance Manager or his representative.
The Maintenance Manager or his representative shall enter all control parameters as supplied by the
OPERATIONS representative and shall certify the crossing is operating and functioning in accordance
with the contract documents. The Contractor shall be present during the turn-on with adequate
equipment to repair any deficiencies in operation.
Requests for RRFB turn on will not be considered until a pre-turn on inspection of RRFB system has
taken place.
Requests for RRFB turn on shall not be considered until electrical service to the crossing has been
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provided and has been energized by the electric utility.
Channelization at the crossing must be complete per plan before requesting signal turn on date. Any
deletions of channelization prior to turn on must be approved by the Transportation Maintenance
Manager or representative. City forces shall provide, post and maintain proper signing warning of new
RRFB ahead.
The Contractor shall conduct tests to assure proper intended operation of the RRFB system. The RRFB
turn-on procedure shall not begin until all required channelization, pavement markings, and signs are
installed. The Contractor shall provide traffic control to stop all traffic from entering the crossing or
affected street segment and shall then turn the RRFB system to its flash mode to verify proper flash
indications. The Engineer will verify proper flash pattern and rate is implemented. The Contractor shall
then conduct functional tests to demonstrate that each part of the RRFB system functions as intended
consistent with plans, project Specifications, and manufacturer’s Specifications. This demonstration
shall be conducted in the presence of the Engineer. The Engineer may introduce additional testing to
assess full functions of the system as intended. Based on the results of the turn-on, the Engineer will
direct the Contractor to either keep the RRFB system on normal operation or to turn the system off
and cover all lighted displays and push buttons until necessary corrections by the Contractor are
completed.
8-20.3(14)H Pedestrian Push Button Assembly
Section 8-20.3(14)H is added as follows:
(******)
The Contractor shall furnish and field-install complete Bulldog type pedestrian push button assemblies
and signs on the pedestrian push button posts and RRFB poles and all associated equipment in the
RRFB controller. The position and orientation of the pedestrian push buttons shall be located as shown
on Plans; however, final positioning for the optimum effectiveness shall be approved by the Engineer
or Transportation Maintenance Manager. Pedestrian Push Button Assembly shall meet the
requirements of Section 9-29.22 of the Special Provisions.
8-20.3(15) Grout
Section 8-20.3(15) is supplemented with the following:
(******)
After the pole is plumbed the space between the concrete foundation and the bottom of the pole
base plate shall be filled with a dry pack mortar grout troweled to a smooth finish conforming to the
contour of the pole base plate. Dry pack mortar grout shall consist of a 1:3 mixture of Portland cement
and fine sand with just enough water so that the mixture will stick together on being molded into a
ball by hand and will not exude moisture when so pressed. A one half inch drain hole shall be left in
the bottom of the grout pad as shown on the standard detail.
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8-20.3(17) As-Built Plans
Section 8-20.3(17) is supplemented with the following:
(******)
Upon completion of the construction and prior to the turn-on of any traffic control equipment, the
Contractor shall furnish an “as-built” plans of each intersection showing all signal heads, pole
locations, detectors, junction boxes, miscellaneous equipment, conductors, cable wires up to the
signal controller cabinet, and with a special symbol identifying those items that have been changed
from the original Contract Drawings. All items shall be located within 1-foot horizontal distance and 6
inches vertical distance above, below, or at the surface.
8-20.3(21) Rectangular Rapid Flash Beacon System
Section 8-20.3(21) is added as follows:
(******)
RRFB System shall include all labor, equipment, methods, and materials necessary to install the RRFB
System in accordance with the manufacturer’s recommendations and all applicable details and Special
Provisions of the Contract Documents and the Standard Specifications. Work includes but is not limited
to any required excavation and backfill, trench, directional bore, restoration of curb, sidewalk,
landscaping, pavement to match existing condition after trenching or directional bore for the
installation of electrical conduits, junction box, riser and power cables to the PSE service point, PSE
coordination and service fee, permit application and fee, wiring and conduit, electrical grounding,
concrete foundation, support pole and pole base, light bars and flashing lights, service cabinet, RRFB
control unit and enclosure, pedestrian push button and push button post, signs mounted to the pole
with RRFB, testing of the RRFB system, and all necessary wiring and wiring appurtenances,
appurtenances and mounting hardware and fittings.
The RRFB Assembly shall be connected to a new or an existing service cabinet as shown in the Plans.
The RRFB system shall meet the requirements of Section 9-29.22 of the Special Provisions.
The RRFB Light Bar shall remain dark until initiated by activation of the pedestrian push button.
Push button shall be bagged until turn on. Each RRFB Light Bar shall be activated by push button and
relayed as a system to operate all RRFB units simultaneously when any one push button is activated.
The RRFB Light Bars shall simultaneously cease operation after a predetermined time limit per
the Engineer. Agency Engineer will provide assistance to the Contractor fo r setting the activation time
duration.
8-20.4 Measurement
Section 8-20.4 is supplemented with the following:
(******)
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(WSDOT NWR August 10, 2009 GSP)
When the following is shown as lump sum in the Plans or in the Proposal, no specific unit of
measurement will apply, but measurement will be for the sum total of all items for a complete system
to be furnished and installed.
(WSDOT NWR August 10, 2009 GSP)
RRFB System (________)
RRFB System, Sierra Heights Elementary School
RRFB System, McKnight Middle School
RRFB System, Maplewood Heights Elementary School
8-20.5 Payment
Section 8-20.5 is supplemented with the following:
(******)
“RRFB System, Sierra Heights Elementary School, lump sum.
“RRFB System, McKnight Middle School, lump sum.
“RRFB System, Maplewood Heights Elementary School, lump sum.
The unit Contract price for “RRFB System” at each location all labor, equipment, methods, and
materials necessary to install the RRFB System in accordance with the manufacturer’s
recommendations and all applicable details and Special Provisions of the Contract Documents and the
Standard Specifications. Work includes but is not limited to any required excavation and backfill,
junction box, riser and power cables to the PSE service point, PSE coordination and service fee, permit
application and fee, wiring and conduit, electrical grounding, concrete foundation, support pole and
pole base, light bars and flashing lights, service cabinet, RRFB control unit and enclosure, pedestrian
push button and push button post, signs mounted to the pole with RRFB, testing of the RRFB system,
and all necessary wiring and wiring appurtenances, appurtenances and mounting hardware and
fittings.
8-21 PERMANENT SIGNING
8-21.2 Materials (Addendum No. 3)
Section 8-21.2 is supplemented with the following:
(******)
Materials shall meet the requirements of the following sections as applicable unless noted:
Painting 6-07
Permanent Signing 8-21
Signing Materials and Fabrication 9-28
Aluminum sheet shall conform to ASTM B209M – 07 Standard Specification for Aluminum and
Aluminum Alloy Sheet and Plate.
Fasteners to secure sign plates into places shall be Type 316 stainless steel. Zinc-plated fasteners with
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coating complying with ASTM B 633, Class FE/ZN 5.
Conformance to standard chromaticity and luminance factor requirements shall be in accordance with
ASTM E1164.
Conformance to coefficient of retroreflection requirements shall be in accordance with ASTM E810
“Test Method for Coefficient of Retroreflection of Retroreflective Sheeting”.
Minimum percentage of retroflection retained after 8 years shall be minimum of 70%.
Adhesive and film properties shall be applied to test panels and conditioned in accordance with ASTM
D4956 and test methods and conditions shall conform to ASTM D4956.
The following properties shall conform to the requirements in ASTM D4956:
1. Adhesion
2. Outdoor weathering - retained coefficient of retroreflection- colorfastness
3. Shrinkage
4. Flexibility
5. Liner removal
6. Impact resistance
Gloss test method shall be in accordance with ASTM D523. Rating shall not be less than 50.
Optical stability of the sheeting shall retain a minimum of 85% and a maximum of 115% of the original
coefficient of retroreflection.
8-21.3 Construction Requirements
Section 8-21.3 is supplemented with the following:
(******)
Sign Code Numbers indicated on the Plans are in reference to the Washington State Department of
Transportation Sign Fabrication Manual and/or the Manual on Uniform Traffic Control Devices
(MUTCD).
Upon completion of the project, the Contractor shall reset all signs that have been disturbed or
removed during the construction in their permanent location to the satisfaction of the City. Existing
concrete at the base of signpost shall be removed prior to installation in new concrete.
All costs associated with resetting, relocation and removal & replacement of existing signs shall be
included in the lump sum “Permanent Signing”. Any sign that is relocated or reinstalled shall be bought
up to current City of Renton Standard.
Any damage due to the Contractor’s negligence before the end of the project shall be replaced by the
Contractor with no additional compensation allowed.
The contractor shall provide three (3) copies of shop drawings for fabrication, fastening locations, and
installation of all street name sign types prior to fabrication, for Engineer’s approval.
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8-22 PAVEMENT MARKING
8-22.3 Construction Requirements
Section 8-22.3 is supplemented with the following:
(******)
Contractor shall notify the Engineer and request approval of the pre-mark channelization at least 48
hours prior to placement of pavement markings.
All Pavement markings on concrete intersections shall be permanent pre-formed raised diamond
pattern tape which provides wet reflectivity for all-weather visibility. Thermal plastic on Asphalt shall
contain elements that form highly visible markings when used with compatible binders under both
day and night, dry and wet weather conditions.
Temperature needs to be above 40 degrees and dry for a minimum of 48 hours before any markings
can be applied.
8-22.3(6) Removing Pavement Markings
Section 8-22.3(6) is supplemented with the following:
(******)
Existing pavement markings within the construction limits, including stop bars, traffic arrows, lane
markers, and raised pavement markers shall be removed prior to overlaying the roadway surface.
All conflicting channelization shall be removed as necessary by sand blasting to install temporary
pavement markings or after the final channelization has been installed.
Removal of existing pavement markings shall be conducted using such methods to prevent damage to
the remaining pavement. The use of chemicals that may be harmful to the pavement will not be
allowed. Damaged pavement shall be replaced at the Contractor's
Section 8-22.3 is supplemented with the following new sub-section:
(******)
8-22.3(7) Painted Curb
The purpose of this section is to provide for curb painting of new curb bulbs and center islands. The
locations of the painting are shown on the Plans and are intended to cover only new curbs being
placed. No painting of existing curbs is anticipated. No curb painting is anticipated at the northeast
corner of the McKnight location.
All requirements of section 8-22 shall apply. Paint shall be applied to extruded curb, or cast in place
curb and gutter, using colors identified on the Plans, at locations shown on the Plans. Paint shall be
applied in such a manner as to completely cover both the vertical face of curb and top face of curb.
Paint may be applied separately to the face of curb and top of curb, but must provide complete,
continuous coverage of the curb from the gutter flow line to the top back of curb.
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For extruded curb, it is not necessary to paint the back of the curb. If the contractor elects to paint
the back of the curb as a means of simplifying application, no additional payment will be made. In all
cases gutter pans, sidewalks, and roadway surfaces in front of curbs shall not be painted.
The flush curb at the low end of ADA ramps shall not be painted.
Paint may be applied either by sprayer, brush, or roller. Sufficient control of the sprayer or masking of
adjoining surfaces shall be used to prevent paint from being applied either in the gutter or on finished
surfaces behind or in front of the curb. Two applications of paint will be required to complete painting
of curbs.
The Engineer may direct the Contractor to paint additional curbs not identified on the Plans but within
the project limits. If the Engineer directs the Contractor to paint additional curbs not identified on the
Plans, the additional curb painting will be performed by the Contractor at the Contract unit bid price.
Nothing in this section shall be construed to override the requirements of section 1-04.6 Variation in
Estimated Quantities.
8-22.4 Measurement
Section 8-22.4 is supplemented with the following:
(******)
The measurement for “Painted Curb” will be based on the length of curb painted as measured along
the gutter line of the curb (face of curb). No additional measurement for payment will be made for
more than one application of paint. No additional measurement for payment will be made if the
contractor paints the face of curb separately from the top of curb. The unit bid cost for “Painted Curb”
will be full payment for all work to perform the painting of the curbs, including but not limited to
preparing surfaces, applying the paint, and cleaning any overspray or other painting beyond the paint
limits defined above.
8-22.5 Payment
Section 8-22.5 is supplemented with the following, by adding this payment item prior to the final
sentence of 8-22.5:
(******)
“Painted Curb”, per linear foot.
END OF DIVISION 8
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DIVISION 9 – MATERIALS
9-14 EROSION CONTROL AND ROADSIDE PLANTING
9-14.1 Materials Submittals and Acceptance
This section is supplemented with the following:
(******)
Standard
Specification
Section
Material For each material used the Contractor shall submit a
materials certificate of compliance in accordance with
Section 1-06.2 along with the following information to the
Engineer
Fourteen days prior to application the Contractor must submit to the
Engineer the following. All test results must be from samples collected and
tested less than 90 days prior to date of submittal.
1. Aggregate and Loam Analysis. Grain size analysis results of the
Mineral Aggregate or sandy loam portion of each soil mix, performed
by an accredited laboratory per ASTM C 136.
2. Compost Analysis. Quality analysis results for the compost portion of
each soil mix performed per STA standards, as specified in Section 9-
14.4(8).
3. Mix Analysis. Test results from an accredited soil laboratory, including
the following content values:
a. Total Nitrogen and Soluble Nitrogen (NO3 + NH3)
b. Phosphorous
c. Potassium
d. pH
e. Organic Matter percent (Loss on Ignition method)
f. Conductivity
g. Calcium
h. Sulfur
i. Boron
j. Weed seed (for general turf area soil and high performance turf
mixes)
4. Recommendations. Fertilizer and amendment recommendations for
the specified plant type (turf, shrubs/ groundcovers, or annuals: with
special provisions for bioretention applications) and soil application
depth; from the accredited laboratory, an accredited soil scientist or
agronomist.
5. Mix Samples. Two 1-gallon samples of each soil mix or two 5-gallon
samples for high performance turf mixes.
6. Manufacturer. The manufacturer’s certificate of compliance as
specified in Section 1-06.3 from the Supplier of the soil mix, and (if
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TED4004099 SP 127 2020
different) the Suppliers of the compost, including their name and
address.
7. Laboratory Information. Include the following information about the
testing laboratories:
a. Name of laboratory including contact person,
b. Address,
c. Phone contact,
d. Email address,
e. Qualifications of laboratory and personnel including date of current
certification by STA, ASTM, AASHTO, or approved equal.
8. Acceptance of Soils Prior to Placement. The Contractor must not place
any soils or soil mixes specified in Section 9-14 until the Engineer has
reviewed and confirmed the following:
a. Soil mix delivery tickets. Delivery tickets must show that the full
delivered amount of soil matches the product type, volume and
Manufacturer named in the submittals.
b. Visual inspection. Delivered product will be compared to the
submitted sample, to verify that it matches the submitted sample.
The Engineer may inspect any loads of soil on delivery and stop
placement if it is determined the delivered soil does not appear to
match the submittals; and require sampling and testing of the
delivered soil, before authorizing soil placement. The Contractor is
responsible for all testing costs.
9-14.2(1) Topsoil Type A - Imported
Sieve Size Percent passing
1” 100
½” >90
No. 10 >70
Topsoil Type A must be free from: materials toxic to plant growth; visible seeds, rhizomes, or roots;
and any King County-listed noxious weeds or invasive root-propagating plants including horsetail, ivy,
clematis, and knotweed. Soil found to contain these prohibited viable plant materials must be
removed and replaced at the Contractor’s expense.
Testing and submittals must comply with Section 9-14.1.
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 128 2020
9-14.3 Seed
Add the following new section:
(******)
9-14.3(1) Seed Mix #1 (Non-Irrigated Lawn Seed Mix)
The seed mixture and rate of application must be as follows:
Kind and Variety of Seed in
Mixture
Percent by Weight
Turf type Perennial Rye Blend
(2 or more varieties)
50%
Chewings Fescue 30%
Hard Fescue 20%
The rate of application must be 6 pounds per 1000 square feet.
The seed mixture must be no less than 98 percent pure, and must have a minimum germination rate
of 90 percent, and contain less than 1.5 percent inert material. No noxious weeds will be permitted.
Seed must be certified grown in Washington, Oregon or Idaho and tagged with the information
specified in Section 9-14.3.
9.29 ILLUMINATION, SIGNAL, ELECTRICAL
Section 9-29 is supplemented with the following:
(******)
General
All bolts, nuts, washers, and other fasteners shall be stainless steel unless otherwise specified herein.
Where applicable, all materials, equipment, and installation procedures shall conform to the current
requirements and standards of the State of Washington Department of Labor and Industries.
9-29.1 Conduit, Innerduct, and Outerduct
Section 9-29.1 is supplemented with the following:
(******)
The conduit PVC - non-metallic shall be of the two types indicated below:
Schedule 80 extra heavy wall PVC conforming to ASTM Standards, to be used in all installations under
roadways.
Schedule 40 heavy wall PVC conforming to ASTM Standards.
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 129 2020
9-29.1(12) Conduit Sealing
Section 9-29.1(12) is added as follows:
(******)
Cabinet conduit sealing shall be one of the following:
1. Duo-fill 400 – self expanding waterproof foam
2. Jackmoon – Triplex Duct Plugs
3. O-Z Gedney – Conduit Sealing Bushings
Mechanical plugs shall be installed per manufacturer ’s recommendations.
9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes
9-29.2(1)A Standard Duty Junction Boxes
Section 9-29.2(1)A is supplemented with the following:
(******)
Junction boxes shall be reinforced concrete with galvanized steel frame anchored in place and
galvanized steel cover plate with non-slip treatment. Grounding lugs shall be stainless steel and shall
be mechanically and electrically bonded. Junction boxes for copper wire shall incorporate a locking
lid per City of Renton Standard Plan. Junction boxes placed in the sidewalks shall have non-skid lids.
Junction boxes shall be marked for use in accordance with the following schedule:
System Type Legend
RRFB TS
9-29.2(1)A1 Concrete Junction Boxes
9-29.2(1)A1 is supplemented with the fol lowing:
(******)
Both the slip-resistant lid and slip-resistant frame shall be treated with Mebac#1 as manufactured by
IKG industries, or SlipNOT Grade 3-coarse as manufactured by W.S. Molnar Co. Where the exposed
portion of the frame is ½ inch wide or less the slip-resistant treatment may be omitted on that portion
of the frame. The slip-resistant lid shall be identified with permanent marking on the underside
indicating the type of surface treatment (“M1” for Mebac#1; or “S3” for SlipNOT Grade 3-coarse) and
the year manufactured. The permanent marking shall be 1/8 inch line thickness formed with a
stainless steel weld bead.
Type 2 junction boxes shall be as noted in the Plans and in conformance with WSDOT Standard Plan
J-40.10-04.
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 130 2020
9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable
9-29.3(2) Electrical Conductors and Cable
Section 9-29.3(2) is supplemented with the following:
(******)
Each wire shall be numbered at each terminal end with a wrap-around type numbering strip bearing
the circuit number shown on the Plans.
The Contractor shall provide and install all the necessary wiring, fuses and fittings so as to complete
the installation of the signal and lighting equipment as shown on the Plans. All materials and
installation methods, except as noted otherwise herein, shall comply with applicable sections of the
National Electrical Code.
Communications cable shall meet REA specification PE-39 and shall have No. 19 AWG wires with 0.008
inch FPA/MPR coated aluminum shielding. The cable shall have a petroleum compound completely
filling the inside of the cable.
9-29.6 Light and Signal Standards
9-29.6(1) Steel Light and Signal Standards
Section 9-29.6(1) is supplemented with the following:
(******)
Type PPB post shall be per WSDOT Standard Plan J-20.10 and as noted on the approval Plans.
Type RRFB pole shall include pole, pole collar, pole base, and pole cap per Section 9-29.22 and as noted
on the approved Plans.
Pole and its subassemblies color shall be per Section 6-07 of these Special Provisions.
9-29.19 Pedestrian Push Buttons
The first paragraph of Section 9-29.19 is deleted and replaced with the following:
(******)
Pedestrian push buttons shall meet the requirements of Section 9-29.22.
Pedestrian push buttons shall be bulldog style and shall be constructed of marine-grade 316 stainless
steel and have a two-tone audible confirmation as well as visual led confirmation light with a traffic
yellow housing.
9-29.22 Vacant
Delete this section and replace entirely with the following:
(******)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 131 2020
9-29.22 Rectangular Rapid Flash Beacon (RRFB) System
9-29.22.1 RRFB System Component List
An RRFB system shall be comprised of items and parts from the list below or approved equal per
manufacturer’s recommendations for all components including poles, bolts, hardware, etc.
ID# Component Item # needed
FOUNDATION
1 Bolt Cage
• Galvanized Anchor Bolt
Cage
• 1”-8NC x 36”
• 11” Bolt Circle
1 per pole
2 Anchor Bolt Set
• Anchor Bolt Set of 4 w/
Hardware
• 1”-8NC x 36”, Galvanized
11” Bolt Circle
• Includes 4 Bolts, 4 Lock
Washers, 8 Washers, and 8
Nuts
1 per pole
3 Foundation - WSDOT Standard Plan
J-21.10-04 • Per Design Per Design
POLE
4 Pole Base with Collar
• Alum Square Base
Assembly w/ Alum Door
• No logo on Alum Door
• 1 Hex Bolt in Collar
• Ground Lug
• Process No Color Coating
• Alum Square Base Collar
Assembly
• Process No Color Coating
1 per pole
5 Pole
• Spun Alum Pedestal Pole
• 4”- 8 NPT Sch 80
• 14’ length
• Process No Color Coating
1 per each
6 Pole Cap
• Acorn Type Alum Pole Cap
• 4-1/2”
• Process No Color Coating
1 per pole
RRFB COMPONENTS
7 Controller Cabinet Enclosure Mount • Carmanah SC315-G NEMA
3R 1 per unit
8 Controller Cabinet Enclosure • Carmanah SC315-G Pole
Mount
1 per
cabinet
9 Light Bar • Carmanah SC315-G
Bi-directional Configuration 2 per pole
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 132 2020
AC (HARDWIRE) POWER
10 Power source • Service cabinet 1 Service
11 Breaker for RRFB • Per Design 1 per
System
PEDESTRIAN PUSH BUTTONS
12 Pedestrian Push Button
• Polara BDSP-014 Push
Button with Momentary
LED
1 per unit
13 Push Button Frame
• Polara Push Button Frame
(Yellow) with built in Cup
(PBF2C)
• 9”x12” MUTCD R10-25 sign
1 per unit
SIGNAGE
14 Pedestrian Crossing Sign at crosswalks MUTCD S1-1 2 per pole
15 Crossing Arrow Sign (Left) • MUTCD W16-7pL 2 per pole
16 Crossing Arrow Sign (Right) • MUTCD W16-7pR 2 per pole
9-29.23 Vacant
Delete this section and replace entirely with the following:
(******)
9-29.23 Detectable Pull Tape
The Contractor shall furnish and install a flat polyester woven pre-lubed tape that contains a 22-gauge
wire.
The tape shall be marked with sequential footage markings and be continuous.
The tape shall meet or exceed a breaking strength of 900 lb., with a width of 1/2-inch.
(******)
9-29.24(2) Electrical Circuit Breakers and Contactors
Section 9-29.24(2) is deleted and replaced with the following:
(******)
The electrical circuit breakers and contactors shall be as indicated on the contract Plans and detail
sheets. The following equipment shall be featured within the cabinet.
1. Main circuit breaker
2. Branch circuit breakers
3. Utility plug (120 volt-20 Amp rated) G.F.I. Type
4. Light control test switch (120 volt-15 Amp)
5. Contactor relay for each circuit
6. Double pole branch breaker(s) for lighting circuits (240 volt)
Renton Elementary and Middle School Crossings Special Provisions (conformed)
TED4004099 SP 133 2020
7. One 120 volt, 20 Amp single pole branch breaker (for utility plugs)
8. Type 3 -single phase 120/240 volt grounded neutral service
9. One 120 volt 40 Amp single pole branch breaker (signal service)
10. Complete provisions for 16 breaker poles
11. Name plates phenolic black with white engraving except the main breaker which shall be red
with white lettering. All name plates shall be attached by S.S. screws.
12. Meter base sections are unnecessary
END OF DIVISION 9
THIS PAGE INTENTIONALLY LEFT BLANK
City of Renton
Contract Provisions for
Renton Elementary and Middle School Crossings
____________________________________________________________________________
VII. APPENDICES
THIS PAGE INTENTIONALLY LEFT BLANK
City of Renton
Contract Provisions for
Renton Elementary and Middle School Crossings
____________________________________________________________________________
(ADDENDUM NO. 1)
APPENDIX A. WAGE RATES
Federal Prevailing Wage Rates
Washington State Prevailing Wage Rates
Supplemental to Wage Rates
Benefit Code Key
Fringe Benefit Calculation Policy
Landscape Construction Policy
THIS PAGE INTENTIONALLY LEFT BLANK
Page | 1
"General Decision Number: WA20200001 11/06/2020
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 $10.80 per hour (or the applicable wage
rate listed on this wage determination, if it is higher) for
all hours spent performing on the contract in calendar year
2020. If this contract is covered by the EO and a
classification considered necessary for performance of work on
the contract does not appear on this wage determination, the
contractor must pay workers in that classification at least the
wage rate determined through the conformance process set forth
in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is
higher than the conformed wage rate). The EO minimum wage rate
will be adjusted annually. Please note that this EO applies to
the above-mentioned types of contracts entered into by the
federal government that are subject to the Davis-Bacon Act
itself, but it does not apply to contracts subject only to the
Davis-Bacon Related Acts, including those set forth at 29 CFR
5.1(a)(2)-(60). Additional information on contractor
requirements and worker protections under the EO is available
at www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/03/2020
1 02/14/2020
2 02/28/2020
3 03/06/2020
4 03/13/2020
5 05/01/2020
6 07/03/2020
7 07/10/2020
8 07/24/2020
9 08/07/2020
10 08/14/2020
11 09/11/2020
12 09/25/2020
13 10/02/2020
14 10/16/2020 15 11/06/2020
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CARP0003-006 06/01/2018
SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT,
LEWIS(Piledriver only), PACIFIC (South of a straight line made
by extending the north boundary line of Wahkiakum County west
to Willapa Bay to the Pacific Ocean), SKAMANIA, and WAHKIAKUM
Counties.
Rates Fringes
Carpenters:
CARPENTERS..................$ 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 $2.00 per hour.
16 | Page
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ENGI0612-012 06/01/2020
LEWIS, PACIFIC (portion lying north of a parallel line
extending west from the northern boundary of Wahkaikum County
to the sea) AND THURSTON COUNTIES
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY.
Zone 1 (0-25 radius miles):
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1A...................$ 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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Page | 18
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.
18 | Page
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Page | 19
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 07/01/2020
ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN,
GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE,
STEVENS, WALLA WALLA AND WHITMAN COUNTIES
Rates Fringes
IRONWORKER.......................$ 34.59 30.10
* IRON0029-002 07/01/2020
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM
COUNTIES
Rates Fringes
IRONWORKER.......................$ 39.10 29.75
* IRON0086-002 07/01/2020
YAKIMA, KITTITAS AND CHELAN COUNTIES
Rates Fringes
IRONWORKER.......................$ 34.59 30.10
* IRON0086-004 07/01/2020
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES
Rates Fringes
IRONWORKER.......................$ 43.95 31.00
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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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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: 12/1/2020
County Trade Job Classification Wage HolidayOvertimeNote *Risk
Class
King Asbestos Abatement
Workers
Journey Level $52.39 5D 1H View
King Boilermakers Journey Level $69.29 5N 1C View
King Brick Mason Journey Level $60.57 7E 1N View
King Brick Mason Pointer-Caulker-Cleaner $60.57 7E 1N View
King Building Service Employees Janitor $26.28 5S 2F View
King Building Service Employees Traveling
Waxer/Shampooer
$26.63 5S 2F View
King Building Service Employees Window Cleaner (Non-
Scaffold)
$29.33 5S 2F View
King Building Service Employees Window Cleaner (Scaffold) $30.33 5S 2F View
King Cabinet Makers (In Shop)Journey Level $22.74 1 View
King Carpenters Acoustical Worker $64.94 7A 4C View
King Carpenters Carpenter $64.94 7A 4C View
King Carpenters Carpenters on Stationary
Tools
$65.07 7A 4C View
King Carpenters Creosoted Material $65.07 7A 4C View
King Carpenters Floor Finisher $64.94 7A 4C View
King Carpenters Floor Layer $64.94 7A 4C View
King Carpenters Scaffold Erector $64.94 7A 4C View
King Cement Masons Application of all
Composition Mastic
$64.84 7A 4U View
King Cement Masons Application of all Epoxy
Material
$64.34 7A 4U View
King Cement Masons Application of all Plastic
Material
$64.84 7A 4U View
King Cement Masons Application of Sealing
Compound
$64.34 7A 4U View
King Cement Masons Application of
Underlayment
$64.84 7A 4U View
King Cement Masons Building General $64.34 7A 4U View
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King Cement Masons Composition or Kalman
Floors
$64.84 7A 4U View
King Cement Masons Concrete Paving $64.34 7A 4U View
King Cement Masons Curb & Gutter Machine $64.84 7A 4U View
King Cement Masons Curb & Gutter, Sidewalks $64.34 7A 4U View
King Cement Masons Curing Concrete $64.34 7A 4U View
King Cement Masons Finish Colored Concrete $64.84 7A 4U View
King Cement Masons Floor Grinding $64.84 7A 4U View
King Cement Masons Floor Grinding/Polisher $64.34 7A 4U View
King Cement Masons Green Concrete Saw, self-
powered
$64.84 7A 4U View
King Cement Masons Grouting of all Plates $64.34 7A 4U View
King Cement Masons Grouting of all Tilt-up
Panels
$64.34 7A 4U View
King Cement Masons Gunite Nozzleman $64.84 7A 4U View
King Cement Masons Hand Powered Grinder $64.84 7A 4U View
King Cement Masons Journey Level $64.34 7A 4U View
King Cement Masons Patching Concrete $64.34 7A 4U View
King Cement Masons Pneumatic Power Tools $64.84 7A 4U View
King Cement Masons Power Chipping &
Brushing
$64.84 7A 4U View
King Cement Masons Sand Blasting
Architectural Finish
$64.84 7A 4U View
King Cement Masons Screed & Rodding Machine $64.84 7A 4U View
King Cement Masons Spackling or Skim Coat
Concrete
$64.34 7A 4U View
King Cement Masons Troweling Machine
Operator
$64.84 7A 4U View
King Cement Masons Troweling Machine
Operator on Colored Slabs
$64.84 7A 4U View
King Cement Masons Tunnel Workers $64.84 7A 4U View
King Divers & Tenders Bell/Vehicle or
Submersible Operator
(Not Under Pressure)
$116.80 7A 4C View
King Divers & Tenders Dive Supervisor/Master $81.98 7A 4C View
King Divers & Tenders Diver $118.80 7A 4C 8V View
King Divers & Tenders Diver On Standby $76.98 7A 4C View
King Divers & Tenders Diver Tender $69.91 7A 4C View
King Divers & Tenders Manifold Operator $69.91 7A 4C View
King Divers & Tenders Manifold Operator Mixed
Gas
$74.91 7A 4C View
King Divers & Tenders Remote Operated Vehicle
Operator/Technician
$69.91 7A 4C View
King Divers & Tenders Remote Operated Vehicle
Tender
$65.19 7A 4C View
King Dredge Workers Assistant Engineer $70.62 5D 3F View
King Dredge Workers Assistant Mate (Deckhand) $70.07 5D 3F View
King Dredge Workers Boatmen $70.62 5D 3F View
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King Dredge Workers Engineer Welder $71.97 5D 3F View
King Dredge Workers Leverman, Hydraulic $73.41 5D 3F View
King Dredge Workers Mates $70.62 5D 3F View
King Dredge Workers Oiler $70.07 5D 3F View
King Drywall Applicator Journey Level $64.94 5D 1H View
King Drywall Tapers Journey Level $65.31 5P 1E View
King Electrical Fixture
Maintenance Workers
Journey Level $31.99 5L 1E View
King Electricians - Inside Cable Splicer $89.11 7C 4E View
King Electricians - Inside Cable Splicer (tunnel) $95.77 7C 4E View
King Electricians - Inside Certified Welder $86.08 7C 4E View
King Electricians - Inside Certified Welder (tunnel) $92.44 7C 4E View
King Electricians - Inside Construction Stock Person $43.18 7C 4E View
King Electricians - Inside Journey Level $83.05 7C 4E View
King Electricians - Inside Journey Level (tunnel) $89.11 7C 4E View
King Electricians - Motor Shop Journey Level $47.53 5A 1B View
King Electricians - Powerline
Construction
Cable Splicer $82.39 5A 4D View
King Electricians - Powerline
Construction
Certified Line Welder $75.64 5A 4D View
King Electricians - Powerline
Construction
Groundperson $49.17 5A 4D View
King Electricians - Powerline
Construction
Heavy Line Equipment
Operator
$75.64 5A 4D View
King Electricians - Powerline
Construction
Journey Level Lineperson $75.64 5A 4D View
King Electricians - Powerline
Construction
Line Equipment Operator $64.54 5A 4D View
King Electricians - Powerline
Construction
Meter Installer $49.17 5A 4D 8W View
King Electricians - Powerline
Construction
Pole Sprayer $75.64 5A 4D View
King Electricians - Powerline
Construction
Powderperson $56.49 5A 4D View
King Electronic Technicians Journey Level $53.57 7E 1E View
King Elevator Constructors Mechanic $97.31 7D 4A View
King Elevator Constructors Mechanic In Charge $105.06 7D 4A View
King Fabricated Precast
Concrete Products
All Classifications - In-
Factory Work Only
$18.25 5B 1R View
King Fence Erectors Fence Erector $44.40 7A 4V 8Y View
King Fence Erectors Fence Laborer $44.40 7A 4V 8Y View
King Flaggers Journey Level $44.40 7A 4V 8Y View
King Glaziers Journey Level $69.26 7L 1Y View
King Heat & Frost Insulators And
Asbestos Workers
Journeyman $79.43 5J 4H View
King Heating Equipment
Mechanics
Journey Level $89.61 7F 1E View
King Journey Level $54.01 7A 4V 8Y View
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Hod Carriers & Mason
Tenders
King Industrial Power Vacuum
Cleaner
Journey Level $13.50 1 View
King Inland Boatmen Boat Operator $61.41 5B 1K View
King Inland Boatmen Cook $56.48 5B 1K View
King Inland Boatmen Deckhand $57.48 5B 1K View
King Inland Boatmen Deckhand Engineer $58.81 5B 1K View
King Inland Boatmen Launch Operator $58.89 5B 1K View
King Inland Boatmen Mate $57.31 5B 1K View
King Inspection/Cleaning/Sealing
Of Sewer & Water Systems
By Remote Control
Cleaner Operator, Foamer
Operator
$31.49 1 View
King Inspection/Cleaning/Sealing
Of Sewer & Water Systems
By Remote Control
Grout Truck Operator $13.50 1 View
King Inspection/Cleaning/Sealing
Of Sewer & Water Systems
By Remote Control
Head Operator $24.91 1 View
King Inspection/Cleaning/Sealing
Of Sewer & Water Systems
By Remote Control
Technician $19.33 1 View
King Inspection/Cleaning/Sealing
Of Sewer & Water Systems
By Remote Control
Tv Truck Operator $20.45 1 View
King Insulation Applicators Journey Level $64.94 7A 4C View
King Ironworkers Journeyman $75.23 7N 1O View
King Laborers Air, Gas Or Electric
Vibrating Screed
$52.39 7A 4V 8Y View
King Laborers Airtrac Drill Operator $54.01 7A 4V 8Y View
King Laborers Ballast Regular Machine $52.39 7A 4V 8Y View
King Laborers Batch Weighman $44.40 7A 4V 8Y View
King Laborers Brick Pavers $52.39 7A 4V 8Y View
King Laborers Brush Cutter $52.39 7A 4V 8Y View
King Laborers Brush Hog Feeder $52.39 7A 4V 8Y View
King Laborers Burner $52.39 7A 4V 8Y View
King Laborers Caisson Worker $54.01 7A 4V 8Y View
King Laborers Carpenter Tender $52.39 7A 4V 8Y View
King Laborers Cement Dumper-paving $53.35 7A 4V 8Y View
King Laborers Cement Finisher Tender $52.39 7A 4V 8Y View
King Laborers Change House Or Dry
Shack
$52.39 7A 4V 8Y View
King Laborers Chipping Gun (30 Lbs. And
Over)
$53.35 7A 4V 8Y View
King Laborers Chipping Gun (Under 30
Lbs.)
$52.39 7A 4V 8Y View
King Laborers Choker Setter $52.39 7A 4V 8Y View
King Laborers Chuck Tender $52.39 7A 4V 8Y View
King Laborers Clary Power Spreader $53.35 7A 4V 8Y View
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King Laborers Clean-up Laborer $52.39 7A 4V 8Y View
King Laborers Concrete Dumper/Chute
Operator
$53.35 7A 4V 8Y View
King Laborers Concrete Form Stripper $52.39 7A 4V 8Y View
King Laborers Concrete Placement Crew $53.35 7A 4V 8Y View
King Laborers Concrete Saw
Operator/Core Driller
$53.35 7A 4V 8Y View
King Laborers Crusher Feeder $44.40 7A 4V 8Y View
King Laborers Curing Laborer $52.39 7A 4V 8Y View
King Laborers Demolition: Wrecking &
Moving (Incl. Charred
Material)
$52.39 7A 4V 8Y View
King Laborers Ditch Digger $52.39 7A 4V 8Y View
King Laborers Diver $54.01 7A 4V 8Y View
King Laborers Drill Operator (Hydraulic,
Diamond)
$53.35 7A 4V 8Y View
King Laborers Dry Stack Walls $52.39 7A 4V 8Y View
King Laborers Dump Person $52.39 7A 4V 8Y View
King Laborers Epoxy Technician $52.39 7A 4V 8Y View
King Laborers Erosion Control Worker $52.39 7A 4V 8Y View
King Laborers Faller & Bucker Chain Saw $53.35 7A 4V 8Y View
King Laborers Fine Graders $52.39 7A 4V 8Y View
King Laborers Firewatch $44.40 7A 4V 8Y View
King Laborers Form Setter $52.39 7A 4V 8Y View
King Laborers Gabian Basket Builders $52.39 7A 4V 8Y View
King Laborers General Laborer $52.39 7A 4V 8Y View
King Laborers Grade Checker & Transit
Person
$54.01 7A 4V 8Y View
King Laborers Grinders $52.39 7A 4V 8Y View
King Laborers Grout Machine Tender $52.39 7A 4V 8Y View
King Laborers Groutmen (Pressure)
Including Post Tension
Beams
$53.35 7A 4V 8Y View
King Laborers Guardrail Erector $52.39 7A 4V 8Y View
King Laborers Hazardous Waste Worker
(Level A)
$54.01 7A 4V 8Y View
King Laborers Hazardous Waste Worker
(Level B)
$53.35 7A 4V 8Y View
King Laborers Hazardous Waste Worker
(Level C)
$52.39 7A 4V 8Y View
King Laborers High Scaler $54.01 7A 4V 8Y View
King Laborers Jackhammer $53.35 7A 4V 8Y View
King Laborers Laserbeam Operator $53.35 7A 4V 8Y View
King Laborers Maintenance Person $52.39 7A 4V 8Y View
King Laborers Manhole Builder-Mudman $53.35 7A 4V 8Y View
King Laborers Material Yard Person $52.39 7A 4V 8Y View
King Laborers Motorman-Dinky
Locomotive
$53.35 7A 4V 8Y View
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King Laborers Nozzleman (Concrete
Pump, Green Cutter When
Using Combination Of High
Pressure Air & Water On
Concrete & Rock,
Sandblast, Gunite,
Shotcrete, Water Blaster,
Vacuum Blaster)
$53.35 7A 4V 8Y View
King Laborers Pavement Breaker $53.35 7A 4V 8Y View
King Laborers Pilot Car $44.40 7A 4V 8Y View
King Laborers Pipe Layer Lead $54.01 7A 4V 8Y View
King Laborers Pipe Layer/Tailor $53.35 7A 4V 8Y View
King Laborers Pipe Pot Tender $53.35 7A 4V 8Y View
King Laborers Pipe Reliner $53.35 7A 4V 8Y View
King Laborers Pipe Wrapper $53.35 7A 4V 8Y View
King Laborers Pot Tender $52.39 7A 4V 8Y View
King Laborers Powderman $54.01 7A 4V 8Y View
King Laborers Powderman's Helper $52.39 7A 4V 8Y View
King Laborers Power Jacks $53.35 7A 4V 8Y View
King Laborers Railroad Spike Puller -
Power
$53.35 7A 4V 8Y View
King Laborers Raker - Asphalt $54.01 7A 4V 8Y View
King Laborers Re-timberman $54.01 7A 4V 8Y View
King Laborers Remote Equipment
Operator
$53.35 7A 4V 8Y View
King Laborers Rigger/Signal Person $53.35 7A 4V 8Y View
King Laborers Rip Rap Person $52.39 7A 4V 8Y View
King Laborers Rivet Buster $53.35 7A 4V 8Y View
King Laborers Rodder $53.35 7A 4V 8Y View
King Laborers Scaffold Erector $52.39 7A 4V 8Y View
King Laborers Scale Person $52.39 7A 4V 8Y View
King Laborers Sloper (Over 20") $53.35 7A 4V 8Y View
King Laborers Sloper Sprayer $52.39 7A 4V 8Y View
King Laborers Spreader (Concrete) $53.35 7A 4V 8Y View
King Laborers Stake Hopper $52.39 7A 4V 8Y View
King Laborers Stock Piler $52.39 7A 4V 8Y View
King Laborers Swinging Stage/Boatswain
Chair
$44.40 7A 4V 8Y View
King Laborers Tamper & Similar Electric,
Air & Gas Operated Tools
$53.35 7A 4V 8Y View
King Laborers Tamper (Multiple & Self-
propelled)
$53.35 7A 4V 8Y View
King Laborers Timber Person - Sewer
(Lagger, Shorer & Cribber)
$53.35 7A 4V 8Y View
King Laborers Toolroom Person (at
Jobsite)
$52.39 7A 4V 8Y View
King Laborers Topper $52.39 7A 4V 8Y View
King Laborers Track Laborer $52.39 7A 4V 8Y View
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King Laborers Track Liner (Power) $53.35 7A 4V 8Y View
King Laborers Traffic Control Laborer $47.48 7A 4V 9C View
King Laborers Traffic Control Supervisor $50.31 7A 4V 9C View
King Laborers Truck Spotter $52.39 7A 4V 8Y View
King Laborers Tugger Operator $53.35 7A 4V 8Y View
King Laborers Tunnel Work-Compressed
Air Worker 0-30 psi
$129.67 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 30.01-44.00 psi
$134.70 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 44.01-54.00 psi
$138.38 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 54.01-60.00 psi
$144.08 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 60.01-64.00 psi
$146.20 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 64.01-68.00 psi
$151.30 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 68.01-70.00 psi
$153.20 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 70.01-72.00 psi
$155.20 7A 4V 9B View
King Laborers Tunnel Work-Compressed
Air Worker 72.01-74.00 psi
$157.20 7A 4V 9B View
King Laborers Tunnel Work-Guage and
Lock Tender
$54.11 7A 4V 8Y View
King Laborers Tunnel Work-Miner $54.11 7A 4V 8Y View
King Laborers Vibrator $53.35 7A 4V 8Y View
King Laborers Vinyl Seamer $52.39 7A 4V 8Y View
King Laborers Watchman $40.36 7A 4V 8Y View
King Laborers Welder $53.35 7A 4V 8Y View
King Laborers Well Point Laborer $53.35 7A 4V 8Y View
King Laborers Window Washer/Cleaner $40.36 7A 4V 8Y View
King Laborers - Underground
Sewer & Water
General Laborer &
Topman
$52.39 7A 4V 8Y View
King Laborers - Underground
Sewer & Water
Pipe Layer $53.35 7A 4V 8Y View
King Landscape Construction Landscape
Construction/Landscaping
Or Planting Laborers
$40.36 7A 4V 8Y View
King Landscape Construction Landscape Operator $72.28 7A 3K 8X View
King Landscape Maintenance Groundskeeper $17.87 1 View
King Lathers Journey Level $64.94 5D 1H View
King Marble Setters Journey Level $60.57 7E 1N View
King Metal Fabrication (In Shop)Journey Level $40.08 1 View
King Millwright Journey Level $66.44 7A 4C View
King Modular Buildings Cabinet Assembly $13.50 1 View
King Modular Buildings Electrician $13.50 1 View
King Modular Buildings Equipment Maintenance $13.50 1 View
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King Modular Buildings Plumber $13.50 1 View
King Modular Buildings Production Worker $13.50 1 View
King Modular Buildings Tool Maintenance $13.50 1 View
King Modular Buildings Utility Person $13.50 1 View
King Modular Buildings Welder $13.50 1 View
King Painters Journey Level $43.40 6Z 2B View
King Pile Driver Crew Tender $69.91 7A 4C View
King Pile Driver Crew Tender/Technician $69.91 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
0-30.00 PSI
$80.76 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
30.01 - 44.00 PSI
$85.76 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
44.01 - 54.00 PSI
$89.76 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
54.01 - 60.00 PSI
$94.76 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
60.01 - 64.00 PSI
$97.26 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
64.01 - 68.00 PSI
$102.26 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
68.01 - 70.00 PSI
$104.26 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
70.01 - 72.00 PSI
$106.26 7A 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
72.01 - 74.00 PSI
$108.26 7A 4C View
King Pile Driver Journey Level $65.19 7A 4C View
King Plasterers Journey Level $61.67 7Q 1R View
King Playground & Park
Equipment Installers
Journey Level $13.50 1 View
King Plumbers & Pipefitters Journey Level $90.69 6Z 1G View
King Power Equipment Operators Asphalt Plant Operators $73.49 7A 3K 8X View
King Power Equipment Operators Assistant Engineer $69.12 7A 3K 8X View
King Power Equipment Operators Barrier Machine (zipper) $72.84 7A 3K 8X View
King Power Equipment Operators Batch Plant Operator:
concrete
$72.84 7A 3K 8X View
King Power Equipment Operators Bobcat $69.12 7A 3K 8X View
King Power Equipment Operators Brokk - Remote
Demolition Equipment
$69.12 7A 3K 8X View
King Power Equipment Operators Brooms $69.12 7A 3K 8X View
King Power Equipment Operators Bump Cutter $72.84 7A 3K 8X View
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King Power Equipment Operators Cableways $73.49 7A 3K 8X View
King Power Equipment Operators Chipper $72.84 7A 3K 8X View
King Power Equipment Operators Compressor $69.12 7A 3K 8X View
King Power Equipment Operators Concrete Finish Machine -
Laser Screed
$69.12 7A 3K 8X View
King Power Equipment Operators Concrete Pump - Mounted
Or Trailer High Pressure
Line Pump, Pump High
Pressure
$72.28 7A 3K 8X View
King Power Equipment Operators Concrete Pump: Truck
Mount With Boom
Attachment Over 42 M
$73.49 7A 3K 8X View
King Power Equipment Operators Concrete Pump: Truck
Mount With Boom
Attachment Up To 42m
$72.84 7A 3K 8X View
King Power Equipment Operators Conveyors $72.28 7A 3K 8X View
King Power Equipment Operators Cranes friction: 200 tons
and over
$75.72 7A 3K 8X View
King Power Equipment Operators Cranes: 100 tons through
199 tons, or 150' of boom
(including jib with
attachments)
$74.22 7A 3K 8X View
King Power Equipment Operators Cranes: 20 Tons Through
44 Tons With Attachments
$72.84 7A 3K 8X View
King Power Equipment Operators Cranes: 200 tons- 299
tons, or 250' of boom
including jib with
attachments
$74.99 7A 3K 8X View
King Power Equipment Operators Cranes: 300 tons and over
or 300' of boom including
jib with attachments
$75.72 7A 3K 8X View
King Power Equipment Operators Cranes: 45 Tons Through
99 Tons, Under 150' Of
Boom (including Jib With
Attachments)
$73.49 7A 3K 8X View
King Power Equipment Operators Cranes: A-frame - 10 Tons
And Under
$69.12 7A 3K 8X View
King Power Equipment Operators Cranes: Friction cranes
through 199 tons
$74.99 7A 3K 8X View
King Power Equipment Operators Cranes: through 19 tons
with attachments,
A-frame over 10 tons
$72.28 7A 3K 8X View
King Power Equipment Operators Crusher $72.84 7A 3K 8X View
King Power Equipment Operators Deck Engineer/Deck
Winches (power)
$72.84 7A 3K 8X View
King Power Equipment Operators Derricks, On Building Work $73.49 7A 3K 8X View
King Power Equipment Operators Dozers D-9 & Under $72.28 7A 3K 8X View
King Power Equipment Operators Drill Oilers: Auger Type,
Truck Or Crane Mount
$72.28 7A 3K 8X View
King Power Equipment Operators Drilling Machine $74.22 7A 3K 8X View
King Power Equipment Operators Elevator And Man-lift:
Permanent And Shaft Type
$69.12 7A 3K 8X View
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King Power Equipment Operators Finishing Machine, Bidwell
And Gamaco & Similar
Equipment
$72.84 7A 3K 8X View
King Power Equipment Operators Forklift: 3000 Lbs And
Over With Attachments
$72.28 7A 3K 8X View
King Power Equipment Operators Forklifts: Under 3000 Lbs.
With Attachments
$69.12 7A 3K 8X View
King Power Equipment Operators Grade Engineer: Using
Blue Prints, Cut Sheets,
Etc
$72.84 7A 3K 8X View
King Power Equipment Operators Gradechecker/Stakeman $69.12 7A 3K 8X View
King Power Equipment Operators Guardrail Punch $72.84 7A 3K 8X View
King Power Equipment Operators Hard Tail End Dump
Articulating Off- Road
Equipment 45 Yards. &
Over
$73.49 7A 3K 8X View
King Power Equipment Operators Hard Tail End Dump
Articulating Off-road
Equipment Under 45 Yards
$72.84 7A 3K 8X View
King Power Equipment Operators Horizontal/Directional
Drill Locator
$72.28 7A 3K 8X View
King Power Equipment Operators Horizontal/Directional
Drill Operator
$72.84 7A 3K 8X View
King Power Equipment Operators Hydralifts/Boom Trucks
Over 10 Tons
$72.28 7A 3K 8X View
King Power Equipment Operators Hydralifts/Boom Trucks,
10 Tons And Under
$69.12 7A 3K 8X View
King Power Equipment Operators Loader, Overhead 8 Yards.
& Over
$74.22 7A 3K 8X View
King Power Equipment Operators Loader, Overhead, 6
Yards. But Not Including 8
Yards
$73.49 7A 3K 8X View
King Power Equipment Operators Loaders, Overhead Under
6 Yards
$72.84 7A 3K 8X View
King Power Equipment Operators Loaders, Plant Feed $72.84 7A 3K 8X View
King Power Equipment Operators Loaders: Elevating Type
Belt
$72.28 7A 3K 8X View
King Power Equipment Operators Locomotives, All $72.84 7A 3K 8X View
King Power Equipment Operators Material Transfer Device $72.84 7A 3K 8X View
King Power Equipment Operators Mechanics, All (leadmen -
$0.50 Per Hour Over
Mechanic)
$74.22 7A 3K 8X View
King Power Equipment Operators Motor Patrol Graders $73.49 7A 3K 8X View
King Power Equipment Operators Mucking Machine, Mole,
Tunnel Drill, Boring, Road
Header And/or Shield
$73.49 7A 3K 8X View
King Power Equipment Operators Oil Distributors, Blower
Distribution & Mulch
Seeding Operator
$69.12 7A 3K 8X View
King Power Equipment Operators $72.28 7A 3K 8X View
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Outside Hoists (Elevators
And Manlifts), Air Tuggers,
Strato
King Power Equipment Operators Overhead, Bridge Type
Crane: 20 Tons Through
44 Tons
$72.84 7A 3K 8X View
King Power Equipment Operators Overhead, Bridge Type:
100 Tons And Over
$74.22 7A 3K 8X View
King Power Equipment Operators Overhead, Bridge Type: 45
Tons Through 99 Tons
$73.49 7A 3K 8X View
King Power Equipment Operators Pavement Breaker $69.12 7A 3K 8X View
King Power Equipment Operators Pile Driver (other Than
Crane Mount)
$72.84 7A 3K 8X View
King Power Equipment Operators Plant Oiler - Asphalt,
Crusher
$72.28 7A 3K 8X View
King Power Equipment Operators Posthole Digger,
Mechanical
$69.12 7A 3K 8X View
King Power Equipment Operators Power Plant $69.12 7A 3K 8X View
King Power Equipment Operators Pumps - Water $69.12 7A 3K 8X View
King Power Equipment Operators Quad 9, Hd 41, D10 And
Over
$73.49 7A 3K 8X View
King Power Equipment Operators Quick Tower - No Cab,
Under 100 Feet In Height
Based To Boom
$69.12 7A 3K 8X View
King Power Equipment Operators Remote Control Operator
On Rubber Tired Earth
Moving Equipment
$73.49 7A 3K 8X View
King Power Equipment Operators Rigger and Bellman $69.12 7A 3K 8X View
King Power Equipment Operators Rigger/Signal Person,
Bellman (Certified)
$72.28 7A 3K 8X View
King Power Equipment Operators Rollagon $73.49 7A 3K 8X View
King Power Equipment Operators Roller, Other Than Plant
Mix
$69.12 7A 3K 8X View
King Power Equipment Operators Roller, Plant Mix Or Multi-
lift Materials
$72.28 7A 3K 8X View
King Power Equipment Operators Roto-mill, Roto-grinder $72.84 7A 3K 8X View
King Power Equipment Operators Saws - Concrete $72.28 7A 3K 8X View
King Power Equipment Operators Scraper, Self Propelled
Under 45 Yards
$72.84 7A 3K 8X View
King Power Equipment Operators Scrapers - Concrete &
Carry All
$72.28 7A 3K 8X View
King Power Equipment Operators Scrapers, Self-propelled:
45 Yards And Over
$73.49 7A 3K 8X View
King Power Equipment Operators Service Engineers -
Equipment
$72.28 7A 3K 8X View
King Power Equipment Operators Shotcrete/Gunite
Equipment
$69.12 7A 3K 8X View
King Power Equipment Operators Shovel, Excavator,
Backhoe, Tractors Under
15 Metric Tons
$72.28 7A 3K 8X View
King Power Equipment Operators $73.49 7A 3K 8X View
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Shovel, Excavator,
Backhoe: Over 30 Metric
Tons To 50 Metric Tons
King Power Equipment Operators Shovel, Excavator,
Backhoes, Tractors: 15 To
30 Metric Tons
$72.84 7A 3K 8X View
King Power Equipment Operators Shovel, Excavator,
Backhoes: Over 50 Metric
Tons To 90 Metric Tons
$74.22 7A 3K 8X View
King Power Equipment Operators Shovel, Excavator,
Backhoes: Over 90 Metric
Tons
$74.99 7A 3K 8X View
King Power Equipment Operators Slipform Pavers $73.49 7A 3K 8X View
King Power Equipment Operators Spreader, Topsider &
Screedman
$73.49 7A 3K 8X View
King Power Equipment Operators Subgrader Trimmer $72.84 7A 3K 8X View
King Power Equipment Operators Tower Bucket Elevators $72.28 7A 3K 8X View
King Power Equipment Operators Tower Crane Up To 175' In
Height Base To Boom
$74.22 7A 3K 8X View
King Power Equipment Operators Tower Crane: over 175’
through 250’ in height,
base to boom
$74.99 7A 3K 8X View
King Power Equipment Operators Tower Cranes: over 250' in
height from base to boom
$75.72 7A 3K 8X View
King Power Equipment Operators Transporters, All Track Or
Truck Type
$73.49 7A 3K 8X View
King Power Equipment Operators Trenching Machines $72.28 7A 3K 8X View
King Power Equipment Operators Truck Crane Oiler/driver -
100 Tons And Over
$72.84 7A 3K 8X View
King Power Equipment Operators Truck Crane Oiler/Driver
Under 100 Tons
$72.28 7A 3K 8X View
King Power Equipment Operators Truck Mount Portable
Conveyor
$72.84 7A 3K 8X View
King Power Equipment Operators Welder $73.49 7A 3K 8X View
King Power Equipment Operators Wheel Tractors, Farmall
Type
$69.12 7A 3K 8X View
King Power Equipment Operators Yo Yo Pay Dozer $72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Asphalt Plant Operators $73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Assistant Engineer $69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Barrier Machine (zipper) $72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Batch Plant Operator,
Concrete
$72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Bobcat $69.12 7A 3K 8X View
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King Power Equipment
Operators- Underground
Sewer & Water
Brokk - Remote
Demolition Equipment
$69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Brooms $69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Bump Cutter $72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cableways $73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Chipper $72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Compressor $69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Concrete Finish Machine -
Laser Screed
$69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Concrete Pump - Mounted
Or Trailer High Pressure
Line Pump, Pump High
Pressure
$72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Concrete Pump: Truck
Mount With Boom
Attachment Over 42 M
$73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Concrete Pump: Truck
Mount With Boom
Attachment Up To 42m
$72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Conveyors $72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes friction: 200 tons
and over
$75.72 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes: 100 tons through
199 tons, or 150' of boom
(including jib with
attachments)
$74.22 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes: 20 Tons Through
44 Tons With Attachments
$72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes: 200 tons- 299
tons, or 250' of boom
including jib with
attachments
$74.99 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes: 300 tons and over
or 300' of boom including
jib with attachments
$75.72 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes: 45 Tons Through
99 Tons, Under 150' Of
$73.49 7A 3K 8X View
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Boom (including Jib With
Attachments)
King Power Equipment
Operators- Underground
Sewer & Water
Cranes: A-frame - 10 Tons
And Under
$69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes: Friction cranes
through 199 tons
$74.99 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Cranes: through 19 tons
with attachments,
A-frame over 10 tons
$72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Crusher $72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Deck Engineer/Deck
Winches (power)
$72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Derricks, On Building Work $73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Dozers D-9 & Under $72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Drill Oilers: Auger Type,
Truck Or Crane Mount
$72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Drilling Machine $74.22 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Elevator And Man-lift:
Permanent And Shaft Type
$69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Finishing Machine, Bidwell
And Gamaco & Similar
Equipment
$72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Forklift: 3000 Lbs And
Over With Attachments
$72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Forklifts: Under 3000 Lbs.
With Attachments
$69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Grade Engineer: Using
Blue Prints, Cut Sheets,
Etc
$72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Gradechecker/Stakeman $69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Guardrail Punch $72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Hard Tail End Dump
Articulating Off- Road
$73.49 7A 3K 8X View
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Equipment 45 Yards. &
Over
King Power Equipment
Operators- Underground
Sewer & Water
Hard Tail End Dump
Articulating Off-road
Equipment Under 45 Yards
$72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Horizontal/Directional
Drill Locator
$72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Horizontal/Directional
Drill Operator
$72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Hydralifts/Boom Trucks
Over 10 Tons
$72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Hydralifts/Boom Trucks,
10 Tons And Under
$69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Loader, Overhead 8 Yards.
& Over
$74.22 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Loader, Overhead, 6
Yards. But Not Including 8
Yards
$73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Loaders, Overhead Under
6 Yards
$72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Loaders, Plant Feed $72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Loaders: Elevating Type
Belt
$72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Locomotives, All $72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Material Transfer Device $72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Mechanics, All (leadmen -
$0.50 Per Hour Over
Mechanic)
$74.22 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Motor Patrol Graders $73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Mucking Machine, Mole,
Tunnel Drill, Boring, Road
Header And/or Shield
$73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Oil Distributors, Blower
Distribution & Mulch
Seeding Operator
$69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Outside Hoists (Elevators
And Manlifts), Air Tuggers,
Strato
$72.28 7A 3K 8X View
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King Power Equipment
Operators- Underground
Sewer & Water
Overhead, Bridge Type
Crane: 20 Tons Through
44 Tons
$72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Overhead, Bridge Type:
100 Tons And Over
$74.22 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Overhead, Bridge Type: 45
Tons Through 99 Tons
$73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Pavement Breaker $69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Pile Driver (other Than
Crane Mount)
$72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Plant Oiler - Asphalt,
Crusher
$72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Posthole Digger,
Mechanical
$69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Power Plant $69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Pumps - Water $69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Quad 9, Hd 41, D10 And
Over
$73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Quick Tower - No Cab,
Under 100 Feet In Height
Based To Boom
$69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Remote Control Operator
On Rubber Tired Earth
Moving Equipment
$73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Rigger and Bellman $69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Rigger/Signal Person,
Bellman (Certified)
$72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Rollagon $73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Roller, Other Than Plant
Mix
$69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Roller, Plant Mix Or Multi-
lift Materials
$72.28 7A 3K 8X View
King Roto-mill, Roto-grinder $72.84 7A 3K 8X View
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Power Equipment
Operators- Underground
Sewer & Water
King Power Equipment
Operators- Underground
Sewer & Water
Saws - Concrete $72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Scraper, Self Propelled
Under 45 Yards
$72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Scrapers - Concrete &
Carry All
$72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Scrapers, Self-propelled:
45 Yards And Over
$73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Service Engineers -
Equipment
$72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Shotcrete/Gunite
Equipment
$69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Shovel, Excavator,
Backhoe, Tractors Under
15 Metric Tons
$72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Shovel, Excavator,
Backhoe: Over 30 Metric
Tons To 50 Metric Tons
$73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Shovel, Excavator,
Backhoes, Tractors: 15 To
30 Metric Tons
$72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Shovel, Excavator,
Backhoes: Over 50 Metric
Tons To 90 Metric Tons
$74.22 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Shovel, Excavator,
Backhoes: Over 90 Metric
Tons
$74.99 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Slipform Pavers $73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Spreader, Topsider &
Screedman
$73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Subgrader Trimmer $72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Tower Bucket Elevators $72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Tower Crane Up To 175' In
Height Base To Boom
$74.22 7A 3K 8X View
King $74.99 7A 3K 8X View
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Power Equipment
Operators- Underground
Sewer & Water
Tower Crane: over 175’
through 250’ in height,
base to boom
King Power Equipment
Operators- Underground
Sewer & Water
Tower Cranes: over 250' in
height from base to boom
$75.72 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Transporters, All Track Or
Truck Type
$73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Trenching Machines $72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Truck Crane Oiler/driver -
100 Tons And Over
$72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Truck Crane Oiler/Driver
Under 100 Tons
$72.28 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Truck Mount Portable
Conveyor
$72.84 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Welder $73.49 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Wheel Tractors, Farmall
Type
$69.12 7A 3K 8X View
King Power Equipment
Operators- Underground
Sewer & Water
Yo Yo Pay Dozer $72.84 7A 3K 8X View
King Power Line Clearance Tree
Trimmers
Journey Level In Charge $53.10 5A 4A View
King Power Line Clearance Tree
Trimmers
Spray Person $50.40 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Equipment Operator $53.10 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Trimmer $47.48 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Trimmer
Groundperson
$36.10 5A 4A View
King Refrigeration & Air
Conditioning Mechanics
Journey Level $85.51 6Z 1G View
King Residential Brick Mason Journey Level $60.57 7E 1N View
King Residential Carpenters Journey Level $32.06 1 View
King Residential Cement Masons Journey Level $29.25 1 View
King Residential Drywall
Applicators
Journey Level $48.17 7A 4C View
King Residential Drywall Tapers Journey Level $47.73 5P 1E View
King Residential Electricians Journey Level $36.01 1 View
King Residential Glaziers Journey Level $45.90 7L 1H View
King Residential Insulation
Applicators
Journey Level $29.87 1 View
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King Residential Laborers Journey Level $26.18 1 View
King Residential Marble Setters Journey Level $27.38 1 View
King Residential Painters Journey Level $27.80 1 View
King Residential Plumbers &
Pipefitters
Journey Level $39.43 1 View
King Residential Refrigeration &
Air Conditioning Mechanics
Journey Level $55.87 5A 1G View
King Residential Sheet Metal
Workers
Journey Level (Field or
Shop)
$54.01 7F 1R View
King Residential Soft Floor
Layers
Journey Level $51.07 5A 3J View
King Residential Sprinkler Fitters
(Fire Protection)
Journey Level $50.89 5C 2R View
King Residential Stone Masons Journey Level $60.57 7E 1N View
King Residential Terrazzo
Workers
Journey Level $55.71 7E 1N View
King Residential Terrazzo/Tile
Finishers
Journey Level $24.39 1 View
King Residential Tile Setters Journey Level $21.04 1 View
King Roofers Journey Level $55.55 5A 3H View
King Roofers Using Irritable Bituminous
Materials
$58.55 5A 3H View
King Sheet Metal Workers Journey Level (Field or
Shop)
$89.61 7F 1E View
King Shipbuilding & Ship Repair New Construction
Boilermaker
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Carpenter
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Crane
Operator
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Electrician
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Heat &
Frost Insulator
$79.43 5J 4H View
King Shipbuilding & Ship Repair New Construction Laborer $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Machinist
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Operating Engineer
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Painter $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Pipefitter
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Rigger $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Sheet
Metal
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Shipfitter
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Warehouse/Teamster
$36.36 7V 1 View
King Shipbuilding & Ship Repair $36.36 7V 1 View
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New Construction
Welder / Burner
King Shipbuilding & Ship Repair Ship Repair Boilermaker $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Carpenter $44.95 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Crane
Operator
$45.06 7Y 4K View
King Shipbuilding & Ship Repair Ship Repair Electrician $47.42 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Heat & Frost
Insulator
$79.43 5J 4H View
King Shipbuilding & Ship Repair Ship Repair Laborer $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Machinist $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Operating
Engineer
$45.06 7Y 4K View
King Shipbuilding & Ship Repair Ship Repair Painter $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Pipefitter $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Rigger $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Sheet Metal $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Shipwright $44.95 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Warehouse /
Teamster
$45.06 7Y 4K View
King Sign Makers & Installers
(Electrical)
Journey Level $49.44 0 1 View
King Sign Makers & Installers
(Non-Electrical)
Journey Level $31.96 0 1 View
King Soft Floor Layers Journey Level $51.07 5A 3J View
King Solar Controls For Windows Journey Level $13.50 1 View
King Sprinkler Fitters (Fire
Protection)
Journey Level $84.39 5C 1X View
King Stage Rigging Mechanics
(Non Structural)
Journey Level $13.50 1 View
King Stone Masons Journey Level $60.57 7E 1N View
King Street And Parking Lot
Sweeper Workers
Journey Level $19.09 1 View
King Surveyors Assistant Construction Site
Surveyor
$72.28 7A 3K 8X View
King Surveyors Chainman $69.12 7A 3K 8X View
King Surveyors Construction Site Surveyor $73.49 7A 3K 8X View
King Telecommunication
Technicians
Journey Level $53.57 7E 1E View
King Telephone Line
Construction - Outside
Cable Splicer $41.81 5A 2B View
King Telephone Line
Construction - Outside
Hole Digger/Ground
Person
$23.53 5A 2B View
King Telephone Line
Construction - Outside
Installer (Repairer) $40.09 5A 2B View
King Telephone Line
Construction - Outside
Special Aparatus Installer I $41.81 5A 2B View
King Telephone Line
Construction - Outside
Special Apparatus Installer
II
$40.99 5A 2B View
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King Telephone Line
Construction - Outside
Telephone Equipment
Operator (Heavy)
$41.81 5A 2B View
King Telephone Line
Construction - Outside
Telephone Equipment
Operator (Light)
$38.92 5A 2B View
King Telephone Line
Construction - Outside
Telephone Lineperson $38.92 5A 2B View
King Telephone Line
Construction - Outside
Television Groundperson $22.32 5A 2B View
King Telephone Line
Construction - Outside
Television
Lineperson/Installer
$29.60 5A 2B View
King Telephone Line
Construction - Outside
Television System
Technician
$35.20 5A 2B View
King Telephone Line
Construction - Outside
Television Technician $31.67 5A 2B View
King Telephone Line
Construction - Outside
Tree Trimmer $38.92 5A 2B View
King Terrazzo Workers Journey Level $55.71 7E 1N View
King Tile Setters Journey Level $55.71 7E 1N View
King Tile, Marble & Terrazzo
Finishers
Finisher $46.54 7E 1N View
King Traffic Control Stripers Journey Level $49.13 7A 1K View
King Truck Drivers Asphalt Mix Over 16 Yards $63.85 5D 4Y 8L View
King Truck Drivers Asphalt Mix To 16 Yards $63.71 5D 4Y 8L View
King Truck Drivers Dump Truck $63.71 5D 4Y 8L View
King Truck Drivers Dump Truck & Trailer $63.85 5D 4Y 8L View
King Truck Drivers Other Trucks $63.85 5D 4Y 8L View
King Truck Drivers - Ready Mix Transit Mix $63.85 5D 4Y 8L View
King Well Drillers & Irrigation
Pump Installers
Irrigation Pump Installer $17.71 1 View
King Well Drillers & Irrigation
Pump Installers
Oiler $13.50 1 View
King Well Drillers & Irrigation
Pump Installers
Well Driller $18.00 1 View
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Supplemental to Wage Rates
03/04/2020 Edition, Published February 7, 2020
1
Washington State Department of Labor and Industries
Policy Statement
(Regarding the Production of "Standard" or "Non-standard" Items)
Below is the department's (State L&I's) list of criteria to be used in determining whether a
prefabricated item is "standard" or "non-standard". For items not appearing on WSDOT's
predetermined list, these criteria shall be used by the Contractor (and the Contractor's
subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to
determine coverage under RCW 39.12. The production, in the State of Washington, of
non-standard items is covered by RCW 39.12, and the production of standard items is not.
The production of any item outside the State of Washington is not covered by RCW 39.12.
1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12.
If it is, go to question 2.
2. Is the item fabricated on the public works jobsite? If it is, the work is covered under
RCW 39.12. If not, go to question 3.
3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated
primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not,
go to question 4.
4. Does the item require any assembly, cutting, modification or other fabrication by the
supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5.
5. Is the prefabricated item intended for the public works project typically an inventory
item which could reasonably be sold on the general market? If not, the work is covered
by RCW 39.12. If yes, go to question 6.
6. Does the specific prefabricated item, generally defined as standard, have any unusual
characteristics such as shape, type of material, strength requirements, finish, etc? If yes,
the work is covered under RCW 39.12.
Any firm with questions regarding the policy, WSDOT's Predetermined List, or for
determinations of covered and non-covered workers shall be directed to State L&I at (360)
902-5330.
WSDOT's
Predetermined List for
Suppliers - Manufactures - Fabricator
Supplemental to Wage Rates
03/04/2020 Edition, Published February 7, 2020
2
Below is a list of potentially prefabricated items, originally furnished by WSDOT to
Washington State Department of Labor and Industries, that may be considered non-
standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked
with an X in the "YES" column should be considered to be non-standard and therefore
covered by RCW 39.12. Items marked with an X in the "NO" column should be
considered to be standard and therefore not covered. Of course, exceptions to this
general list may occur, and in that case shall be evaluated according to the criteria
described in State and L&I's policy statement.
ITEM DESCRIPTION YES NO
1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directional vaned grates for Catch Basin Types 1, 1L, 1P, and 2 and Concrete Inlets. See Std. Plans
X
2. Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, Drywell Types 1, 2, and 3 and Catch Basin Type 2.
See Std. Plans
X
3. Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and 3 structural tubing grates for Drop Inlets. See Std. Plans.
X
4. Concrete Pipe - Plain Concrete pipe and reinforced
concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter.
X
5. Concrete Pipe - Plain Concrete pipe and reinforced
concrete pipe Class 2 to 5 sizes larger than 60 inch diameter.
X
6. Corrugated Steel Pipe - Steel lock seam corrugated
pipe for culverts and storm sewers, sizes 30 inch
to 120 inches in diameter. May also be treated, 1 thru 5.
X
7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated
pipe
for culverts and storm sewers, sizes 30 inch to 120 inches in
diameter. May also be treated, #5.
X
Supplemental to Wage Rates
03/04/2020 Edition, Published February 7, 2020
3
ITEM DESCRIPTION YES NO
8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for
mounting sign structures, luminaries and other items, shall be
made from commercial bolt stock.
See Contract Plans and Std. Plans for size and material type.
X
9. Aluminum Pedestrian Handrail - Pedestrian handrail
conforming to the type and material specifications set forth in
the
contract plans. Welding of aluminum shall be
in accordance with Section 9-28.14(3).
X
10. Major Structural Steel Fabrication - Fabrication of major steel
items such as trusses, beams, girders, etc., for bridges.
X
11. Minor Structural Steel Fabrication - Fabrication of minor steel
Items such as special hangers, brackets, access doors for
structures, access ladders for irrigation boxes, bridge expansion
joint systems, etc., involving welding, cutting, punching and/or
boring of holes. See Contact Plans for item description and
shop
drawings.
X
12. Aluminum Bridge Railing Type BP - Metal bridge railing
conforming to the type and material specifications set forth
in the Contract Plans. Welding of aluminum shall be in
accordance with Section 9-28.14(3).
X
13. Concrete Piling--Precast-Prestressed concrete piling for use as
55
and 70 ton concrete piling. Concrete to conform to
Section 9-19.1 of Std. Spec..
X
14. Precast Manhole Types 1, 2, and 3 with cones, adjustment sections and flat top slabs. See Std. Plans. X
15. Precast Drywell Types 1, 2, and with cones and adjustment
Sections.
See Std. Plans.
X
16. Precast Catch Basin - Catch Basin type 1, 1L, 1P, and 2
With adjustment sections. See Std. Plans. X
Supplemental to Wage Rates
03/04/2020 Edition, Published February 7, 2020
4
ITEM DESCRIPTION YES NO
17. Precast Concrete Inlet - with adjustment sections,
See Std. Plans
X
18. Precast Drop Inlet Type 1 and 2 with metal grate supports.
See Std. Plans.
X
19. Precast Grate Inlet Type 2 with extension and top units.
See Std. Plans
X
20. Metal frames, vaned grates, and hoods for Combination
Inlets. See Std. Plans
X
21. Precast Concrete Utility Vaults - Precast Concrete utility vaults
of
various sizes. Used for in ground storage of utility facilities and
controls. See Contract Plans for size and construction
requirements. Shop drawings are to be provided for approval
prior to casting
X
22. Vault Risers - For use with Valve Vaults and
Utilities
X
Vaults.
X
23. Valve Vault - For use with underground utilities.
See Contract Plans for details. X
24. Precast Concrete Barrier - Precast Concrete Barrier for
use as new barrier or may also be used as Temporary Concrete
Barrier. Only new state approved barrier may be used as
permanent barrier.
X
25. Reinforced Earth Wall Panels – Reinforced Earth Wall Panels in
size and shape as shown in the Plans. Fabrication plant has
annual approval for methods and materials to be used.
See Shop Drawing.
Fabrication at other locations may be approved, after facilities
inspection, contact HQ. Lab.
X
26. Precast Concrete Walls - Precast Concrete Walls - tilt-up wall
panel in size and shape as shown in Plans.
Fabrication plant has annual approval for methods and materials
to be used
X
Supplemental to Wage Rates
03/04/2020 Edition, Published February 7, 2020
5
ITEM DESCRIPTION YES NO
27. Precast Railroad Crossings - Concrete Crossing Structure
Slabs. X
28. 12, 18 and 26 inch Standard Precast Prestressed Girder –
Standard Precast Prestressed Girder for use in structures.
Fabricator plant has annual approval of methods and materials
to
be used. Shop Drawing to be provided for approval prior to
casting girders.
See Std. Spec. Section 6-02.3(25)A
X
29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete
Girders for use in structures. Fabricator plant has annual
approval
of methods and materials to be used. Shop Drawing to be
provided for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A
.
X
30. Prestressed Tri-Beam Girder - Prestressed Tri-Beam Girders for
use in structures. Fabricator plant has annual approval of
methods and materials to be used. Shop Drawing to be
provided
for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A
X
31. Prestressed Precast Hollow-Core Slab – Precast Prestressed
Hollow-core slab for use in structures. Fabricator plant has
annual
approval of methods and materials to be used. Shop Drawing to
be provided for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A.
X
32. Prestressed-Bulb Tee Girder - Bulb Tee Prestressed Girder for
use in structures. Fabricator plant has annual approval of
methods and materials to be used. Shop Drawing to be
provided
for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A
X
33. Monument Case and Cover
See Std. Plan. X
Supplemental to Wage Rates
03/04/2020 Edition, Published February 7, 2020
6
ITEM DESCRIPTION YES NO
34. Cantilever Sign Structure - Cantilever Sign Structure
fabricated from steel tubing meeting AASHTO-M-183. See Std.
Plans, and Contract Plans for details. The steel structure
shall be galvanized after fabrication in accordance with
AASHTO-M-111.
X
35. Mono-tube Sign Structures - Mono-tube Sign Bridge
fabricated to details shown in the Plans. Shop drawings for
approval are required prior to fabrication.
X
36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel
tubing meeting AASHTO-M-138 for Aluminum Alloys.
See Std. Plans, and Contract Plans for details. The steel
structure
shall be galvanized after fabrication in accordance
with AASHTO-M-111.
X
37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std
Plans. Shop drawings for approval are to be provided prior to
fabrication
X
38. Light Standard-Prestressed - Spun, prestressed, hollow
concrete poles.
X
39. Light Standards - Lighting Standards for use on highway
illumination systems, poles to be fabricated to conform with
methods and materials as specified on Std. Plans. See Specia
Provisions for pre-approved drawings.
X
40. Traffic Signal Standards - Traffic Signal Standards for use on
highway and/or street signal systems. Standards to be
fabricated
to conform with methods and material as specified on Std.
Plans.
See Special Provisions for pre-approved drawings
X
41. Precast Concrete Sloped Mountable Curb (Single and
DualFaced)
See Std. Plans.
X
Supplemental to Wage Rates
03/04/2020 Edition, Published February 7, 2020
7
ITEM DESCRIPTION YES NO
42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs,
the sources of the following materials must be submitted and
approved for reflective sheeting, legend material, and
aluminum
sheeting.
NOTE: *** Fabrication inspection required. Only signs tagged
"Fabrication Approved" by WSDOT Sign Fabrication Inspector
to be installed
X X
Custom
Message
Std
Signing
Message
43. Cutting & bending reinforcing steel
X
44. Guardrail components X X
Custom
End Sec Standard
Sec
45. Aggregates/Concrete mixes
Covered by
WAC 296-127-018
46. Asphalt
Covered by
WAC 296-127-018
47. Fiber fabrics
X
48. Electrical wiring/components
X
49. treated or untreated timber pile
X
50. Girder pads (elastomeric bearing)
X
51. Standard Dimension lumber
X
52. Irrigation components X
Supplemental to Wage Rates
03/04/2020 Edition, Published February 7, 2020
8
ITEM DESCRIPTION YES NO
53. Fencing materials
X
54. Guide Posts
X
55. Traffic Buttons
X
56. Epoxy
X
57. Cribbing
X
58. Water distribution materials
X
59. Steel "H" piles
X
60. Steel pipe for concrete pile casings
X
61. Steel pile tips, standard
X
62. Steel pile tips, custom X
Prefabricated items specifically produced for public works projects that are prefabricated in a
county other than the county wherein the public works project is to be completed, the wage for
the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual
prefabrication takes place.
It is the manufacturer of the prefabricated product to verify that the correct county wage rates are
applied to work they perform.
See RCW 39.12.010
(The definition of "locality" in RCW 39.12.010(2) contains the phrase "wherein the physical work is being performed." The department
interprets this phrase to mean the actual work site.
Supplemental to Wage Rates
03/04/2020 Edition, Published February 7, 2020
9
WSDOT's List of State Occupations not applicable to Heavy and
Highway Construction Projects
This project is subject to the state hourly minimum rates for wages and fringe benefits in
the contract provisions, as provided by the state Department of Labor and Industries.
The following list of occupations, is comprised of those occupations that are not normally
used in the construction of heavy and highway projects.
When considering job classifications for use and / or payment when bidding on, or building
heavy and highway construction projects for, or administered by WSDOT, these
Occupations will be excepted from the included "Washington State Prevailing Wage Rates
For Public Work Contracts" documents.
Building Service Employees
Electrical Fixture Maintenance Workers
Electricians - Motor Shop
Heating Equipment Mechanics
Industrial Engine and Machine Mechanics
Industrial Power Vacuum Cleaners
Inspection, Cleaning, Sealing of Water Systems by Remote Control
Laborers - Underground Sewer & Water
Machinists (Hydroelectric Site Work)
Modular Buildings
Playground & Park Equipment Installers
Power Equipment Operators - Underground Sewer & Water
Residential *** ALL ASSOCIATED RATES ***
Sign Makers and Installers (Non-Electrical)
Sign Makers and Installers (Electrical)
Stage Rigging Mechanics (Non Structural)
The following occupations may be used only as outlined in the preceding text concerning
"WSDOT's list for Suppliers - Manufacturers - Fabricators"
Fabricated Precast Concrete Products
Metal Fabrication (In Shop)
Definitions for the Scope of Work for prevailing wages may be found at the Washington
State Department of Labor and Industries web site and in WAC Chapter 296-127.
Supplemental to Wage Rates
03/04/2020 Edition, Published February 7, 2020
10
Washington State Department of Labor and Industries
Policy Statements
(Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.)
WAC 296-127-018 Agency filings affecting this section
Coverage and exemptions of workers involved in the production and delivery of
gravel, concrete, asphalt, or similar materials.
(1) The materials covered under this section include but are not limited to: Sand, gravel,
crushed rock, concrete, asphalt, or other similar materials.
(2) All workers, regardless of by whom employed, are subject to the provisions of
chapter 39.12 RCW when they perform any or all of the following functions:
(a) They deliver or discharge any of the above-listed materials to a public works project
site:
(i) At one or more point(s) directly upon the location where the material will be
incorporated into the project; or
(ii) At multiple points at the project; or
(iii) Adjacent to the location and coordinated with the incorporation of those materials.
(b) They wait at or near a public works project site to perform any tasks subject to this
section of the rule.
(c) They remove any materials from a public works construction site pursuant to
contract requirements or specifications (e.g., excavated materials, materials from
demolished structures, clean-up materials, etc.).
(d) They work in a materials production facility (e.g., batch plant, borrow pit, rock quarry,
etc.,) which is established for a public works project for the specific, but not necessarily
exclusive, purpose of supplying materials for the project.
(e) They deliver concrete to a public works site regardless of the method of
incorporation.
(f) They assist or participate in the incorporation of any materials into the public works
project.
Supplemental to Wage Rates
03/04/2020 Edition, Published February 7, 2020
11
(3) All travel time that relates to the work covered under subsection (2) of this section
requires the payment of prevailing wages. Travel time includes time spent waiting to load,
loading, transporting, waiting to unload, and delivering materials. Travel time would
include all time spent in travel in support of a public works project whether the vehicle is
empty or full. For example, travel time spent returning to a supply source to obtain another
load of material for use on a public works site or returning to the public works site to obtain
another load of excavated material is time spent in travel that is subject to prevailing wage.
Travel to a supply source, including travel from a public works site, to obtain materials for
use on a private project would not be travel subject to the prevailing wage.
(4) Workers are not subject to the provisions of chapter 39.12 RCW when they deliver
materials to a stockpile.
(a) A "stockpile" is defined as materials delivered to a pile located away from the site
of incorporation such that the stockpiled materials must be physically moved from the
stockpile and transported to another location on the project site in order to be incorporated
into the project.
(b) A stockpile does not include any of the functions described in subsection (2)(a)
through (f) of this section; nor does a stockpile include materials delivered or distributed
to multiple locations upon the project site; nor does a stockpile include materials dumped
at the place of incorporation, or adjacent to the location and coordinated with the
incorporation.
(5) The applicable prevailing wage rate shall be determined by the locality in which the
work is performed. Workers subject to subsection (2)(d) of this section, who produce such
materials at an off-site facility shall be paid the applicable prevailing wage rates for the
county in which the off-site facility is located. Workers subject to subsection (2) of this
section, who deliver such materials to a public works project site shall be paid the
applicable prevailing wage rates for the county in which the public works project is located.
[Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08-24-101, §
296-127-018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12
RCW and RCW 43.22.270. 92-01-104 and 92-08-101, § 296-127-018, filed 12/18/91 and
4/1/92, effective 8/31/92.]
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
************************************************************************************************************
Overtime Codes
Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate
must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for
the worker.
1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and
the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly
rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly
rate of wage.
G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-
ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten
(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment
breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through
Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate
of wage.
I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage.
J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through
Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.
K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on holidays shall be paid at double the hourly rate of wage.
M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage.
All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
1
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
Overtime Codes Continued
1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday
shall be paid at double the hourly rate of wage.
P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and
one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on
Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)
hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall
be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times
the hourly rate of wage.
R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage.
S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime
hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day
shall be paid at three times the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on
Labor Day shall be paid at three times the hourly rate of wage.
V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and
one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at
double the hourly rate of wage.
W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the
employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid
at double the hourly rate of wage.
X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on
Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the
holiday and all work performed shall be paid at double the hourly rate of wage.
Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any
employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10
workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate
of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the
workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or
40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours
worked on Sundays and Labor Day shall be paid at double the hourly rate of wage.
Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All
hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay.
2
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
Overtime Codes Continued
2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
holidays shall be paid at two times the hourly rate of wage.
F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday
pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage.
G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays
shall be paid at two and one-half times the hourly rate of wage including holiday pay.
H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall
be paid at one and one-half times the hourly rate of wage.
O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage.
R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double
the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage.
W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-
hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall
be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and
one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays
shall be paid at double the hourly rate of wage.
3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours
worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday
and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and
midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall
have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given
to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked
eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such
time as the employee has had a break of eight (8) hours or more.
C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage.
All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate
of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at
the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
3
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
Overtime Codes Continued
3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of
straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid
at double the hourly wage rate.
F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and
one-half times the hourly rate of wage including holiday pay.
H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at
two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be
compensated at one and one half (1-1/2) times the regular rate of pay.
J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on
Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in
excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee
returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period.
4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage.
B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly
rate of wage.
C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at
one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday
due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday
may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked
on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay.
4
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
Overtime Codes Continued
4. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates
include all members of the assigned crew.
EXCEPTION:
On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating
plants, industrial plants, associated installations and substations, except those substations whose primary function is
to feed a distribution system, will be paid overtime under the following rates:
The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall
be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times
the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times
the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays
and holidays will be at the double the hourly rate of wage.
All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the
hourly rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours
worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-
day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first
eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium
rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the
hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid
at three times the hourly rate of wage.
I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours
worked on Sundays and holidays shall be paid at double the hourly rate of wage.
J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours
worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly
rate of wage.
K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday
is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all
hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage.
5
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
Overtime Codes Continued
4. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours
worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double
the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage,
except that all hours worked on Labor Day shall be paid at double the hourly rate of pay.
M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work
less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-half times the
hourly rate.
N. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays, and all work performed between the hours of midnight (12:00 AM) and eight AM (8:00 AM)
every day shall be paid at double the hourly rate of wage.
O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of
wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all
additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6)
hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage.
P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage.
Q. The first four (4) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is
the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate
of wage.
S. All hours worked on Saturdays and Holidays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays shall be paid at double the hourly rate of wage.
T. The first two (2) hours of overtime for hours worked Monday-Friday shall be paid at one and one-half times the hourly
rate of wage. All hours worked in excess of ten (10) hours per day shall be paid at double the hourly rate of wage. All
hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. For work on Saturday which
is scheduled prior to the end of shift on Friday, the first six (6) hours work shall be paid at one and one-half times the
hourly rate of wage, and all hours over (6) shall be paid double the hourly rate of wage. For work on Saturday which
was assigned following the close of shift on Friday, all work shall be paid at double the hourly rate of wage.
U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement
weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12)
hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
6
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
Overtime Codes Continued
4. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or
outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and
one-half (1 ½) the straight time rate.
In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at
the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All
work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x)
the straight time rate of pay.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours.
When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be
a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight
(8) hours.
W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time
shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break
of eight (8) hours.
X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6
am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations).
All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established
when considered necessary by the Employer.
The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022),
that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour
schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work
performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one-
half the straight time rate.
When due to conditions beyond the control of the Employer, or when contract specifications require that work can
only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight
time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of
work.
When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
7
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
Overtime Codes Continued
4. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work
performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of
pay.
Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour
for all hours worked that shift.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
ZOvertime Calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly
rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually
provided for the worker. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40)
HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. All
hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate
of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked on
holidays shall be paid at double the hourly rate of wage.
Holiday Codes
5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, and Christmas Day (7).
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, the day before Christmas, and Christmas Day (8).
C. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8).
H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day,
And Christmas (6).
I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6).
J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day,
Christmas Eve Day, And Christmas Day (7).
K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9).
L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday after Thanksgiving Day, And Christmas Day (8).
N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day,
Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9).
8
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
Holiday Codes Continued
5. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday
After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The
Following Monday Shall Be Considered As A Holiday.
Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas
Day (6).
R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After
Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2).
S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
And Christmas Day (7).
T. Paid Holidays: New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
6. A. Paid Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8).
E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half-
Day On Christmas Eve Day. (9 1/2).
G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve
Day (11).
H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10).
I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
After Thanksgiving Day, And Christmas Day (7).
T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And
Christmas Day (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be
considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the
holiday.
7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed
As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall
be a regular work day.
9
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
Holiday Codes Continued
7. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as
a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be
observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday
on the preceding Friday.
D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday
which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a
Saturday shall be observed as a holiday on the preceding Friday.
E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6).
Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which
falls on a Saturday shall be observed as a holiday on the preceding Friday.
K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day
before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday
on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
10
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
Holiday Codes Continued
7. M. Paid Holidays: New Year's Day, The Day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day
after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the
following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday.
Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
R. Paid Holidays: New Year's Day, the day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day
after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed
as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a
holiday and compensated accordingly.
S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
T. Paid Holidays: New Year's Day, the Day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day
after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation
shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed
as a holiday on the preceding Friday.
V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New
Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered
a holiday and compensated accordingly.
W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year’s Day, and a Floating Holiday.
X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday
will be taken on the next normal workday.
Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
11
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
Holiday Codes Continued
7. Z. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a
holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) Any holiday which falls on a Sunday shall
be observed as a holiday on the following Monday.
B. Holidays: New Year's Day, Martin Luther King Jr. Day, President’s Day, Memorial Day, Independence Day, Labor
Day, Veteran’s Day, Thanksgiving Day, and Christmas Day. (9)
C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the day before Christmas Day and Christmas Day. (8)
D. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
after Thanksgiving Day, Christmas Day, and the day after Christmas.
E. Holidays: the day before New Years’s Day, New Year's Day, Martin Luther King, Jr. Day, Presidents' Day, Memorial
Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before
Christmas, and Christmas Day. (12)
Note Codes
8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And
Level C: $0.25.
M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D:
$0.50.
N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level
C: $0.50, And Level D: $0.25.
P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50,
Class C Suit: $1.00, And Class D Suit $0.50.
Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic
Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued
by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31,
2012.
12
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
Note Codes Continued
8. T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary
traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during
construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or
where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of
Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012.
U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50,
And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all
work performed underground, including operating, servicing and repairing of equipment. The premium for
underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive
an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who
do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation
receive an additional $0.50 per hour.
V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The
premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay.
Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over
101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet.
Over 221' - $5.00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent
and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’
- $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’.
W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates
would apply to meters not fitting this description.
X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit:
$1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour.
When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a
government agency or the contract specifications requires that work can only be performed outside the normal 5 am
to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time
status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay.
Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions
that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate.
13
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
Note Codes Continued
8. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require
that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed
on Saturday or Sunday.)
9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require
that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their
classification rate.
Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length:
(A) – 130’ to 199’ – $0.50 per hour over their classification rate.
(B) – 200’ to 299’ – $0.80 per hour over their classification rate.
(C) – 300’ and over – $1.00 per hour over their classification rate.
B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal
of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian
traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control
Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the
State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012.
14
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
Note Codes Continued
9. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or
anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or
manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic
reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,
Level B: $0.75, Level C: $0.50, And Level D: $0.25.
F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere
abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
15
PREVAILING WAGE POLICY MEMORANDUM
DATE: February 28, 2013
TO: All Interested Parties
FROM: ~· Ann Selover, Industrial Statistician, Prevailing Wage Program Manager
SUBJECT: How to Calculate the Hourly Rate of Contribution for Usual (Fringe)
Benefits as Part of the Prevailing Rate of Wage.
Policy Disclaim er
This policy is designed to provide general inform ation in regard to the current opinions of the
Department of Labor & Industries (L&I) on the subject matter covered. Thi s policy is intended as
a guide in the interpretation and application of the relevant statutes, regulations, and policies,
and may not be applicable to all situation s. This policy does not replace applicable RCW or WAC
standards. If additional clarification is required, the Program Manager for Prevailing Wage
should be consulted.
This document is effective as of the date of print and supersedes all previous interpretations
and guidelines. Changes may occur after the date of print due to sub seque nt leg is lation,
administrative rule, or judicial proceedings. The u ser is encouraged to notify the Program
Manager to provide or receive updated information. This docum ent will remain in effect until
rescinded, modified, or withdrawn by the Director or his or her designee.
PREVAILING WAGE RATE: The prevailing wage required under chapter 39.12 RCW to be
paid on public work projects is defined under RCW 39.12.01 0( l) to include a "rate of hourly
wage, usual benefits, and overtime." As a result, usual benefits are recognized as part of the
total wage rate when publishing the prevailing wage, and when gauging compliance with
prevailing wage Jaw. This document is intended to provide guidance to employers in determining
wh ich cont ributions qualify as usual benefits and how to calcul ate such benefits as part of the
prevailing wage rate.
USUAL BENEFITS: Usual benefits are defined in RCW 39.12.010(3) and WAC 296-127-0 14
and include employer payments for medical insurance, pensions, approved apprenticeship
training programs, vacation and holiday pay, and other bona fide benefits. Deductions from
workers' paychecks are not usual benefits. Usua l benefits are employer paid. Benefits that arc
required by law (Industrial Insurance, Social Security , State Unemployment Compensation taxes ,
etc.) do not qualify as usual benefits.
Public Works Act (Chapter 39.12 RCW) Calculation of Usual Benefits 2 28 2013 LAS
Employers must pay a wage and usual benefit package that adds up to the published prevailing
rate of wage for the work perf01med. Employers are not required to provide usual or fringe
benefits, and if they do not, the total prevailing wage rate must be paid as an hourly wage. In any
event, employer paid usual benefits cannot be applied to reduce the hourly wage paid to les s than
the state minimum wage. Please note special overtime and holiday rates may also be establi sh ed
for so me trades and occupations.
A. Insurance (medical, dental, life, etc.): Insurance premiums include employer paid
portions of medical, dental, vision and life insurance benefits. Do not include insurance
benefits that are employee paid through payroll deduction , workers' compensation premiums,
unemployment insurance, or any other federally or state mandated payroll deductions.
B. Pension or retirement plans: Pension and retirement contributions include employer paid
portions of pension and retirement plans which are irrevocably made to a trustee or to a third
person pursuant to a fund, plan, or program. Do not include pension or retirement benefits
that are employee paid through payroll deductions.
c. Vacation and/or holiday: Report employer paid vacation and/or holiday benefits. Do not
include vacation fund deposits that are employee paid through a payroll deduction.
D. Apprenticeship programs: Report employer paid contributions made to apprenticeship or
training programs recognized by the Washington State Apprenticeship and Training Council.
E. Other bona fide programs: Other employer paid programs may qualify as "usual
benefits." Please consult with L&I prior to including payments to such programs in your
repmied wage rate.
See RCW 39.12.010, WAC 296-127-014 and WAC 296-127-01410.
POSTING AND DOCUMENTATION: Employers must comply with all posting and
employee notification requirements provided by applicable federal and state laws concerning
usual benefits plans. Employers must also have and make available to L&I upon request, copies
of all docum ents concerning usual benefits identified in WAC 296-127-014. See WAC 296-127-
01410 . See also U.S. Department of Labor (U.S. DOL) Employee Benefits Security
Administration Reporting and Disclosure Guide {or Employee Benefit Plans.
CALCULATING BENEFIT AMOUNTS -APPORTIONING BENEFITS TO HOURS
WORKED: Although "usual benefits" are defined under RCW 39.12 .0 10(3), certain plans will
require additional information on how benefit payments should be apportioned to hours worked.
It has been the long-time position of L&I, consistent with the approach adopted by many other
states and by the U.S. DOL with respect to most plans, that contributions made to a fringe benefit
plan for public works should be based on the effective annual rate of ~ontributions for all hours,
public and private, worked during the year by an employee. In order to apportion benefits to
hours worked, L&I will generally look at contributions and hours worked over the course of a
year, assuming 2,080 hours per worker per year, unl ess an employer provides an alternate
schedule and can document actual hours worked. This approach is so metimes called
"annuali zation."
Public Works Act (Chapter 39.12 RCW) Calculation of Usual Benefits 2 28 2013 LAS
As the U.S. DOL manu al explains the analogous principle under the Dav is-Bacon Act (federal
prevailing wage law), " ... contributions made to a fringe benefit plan for government work
generall y may not be used to fund the plan for periods of non-government work." See D av is-
Baco n a nd Re la ted Ac ts a nd Co ntrac t Wo rk llo urs and Safet y Sta ndards Ac t F ie ld Opera ti ons
H andbook -10/25/20 10 at 15fll (b). For a basic exampl e, if an emp loyer places $5,000 a year
into a health plan for an employee, and the employee works a full time sc hedule of 2,080 hours,
the credit is $2.40/h.r . Thus, the employer cam1ot say that the plan is only for public wo rk s, even
if conhibutions are tied to pub li c hours.
Examples Tllustrating the Use of Different Annual H ours
. Suppose that an employer places $5 ,000 a year into a health p lan for an employee, and the
employee works a fu ll time schedule of 2,080 homs on a combination of public a nd private
work. In order to obtain an hourly c redit, the total contribution is divided b y the total hours
worked. Thus, at these rates, the hourly contribut ion is $2.40 /lu.
$5,000 /2080 = $2.40
Alternative ly, the wo rker may be a part tim e employee, and only slated to work 1600 h ours in
the year. In that case, the employer may u se the employee's actual hours, with a resulting credit
of $3 .1 3/hr.
$5,000 I 1600 = $3.125
The use of a full year is not po ssible for all benefit calculation situations. In these cases, another
period may be allowed if an employer uses a cons istent rate of contri bution into a bona fide
benefit plan, but has di ffic ulty forecas tin g e ither the total worker hours or the total contributio ns
for the year. Please cont act L&I regarding such situations.
Special Provisions for Certain Defined Contribution Plans-"DOL Exception"
For defined contribution pension plans that provide for a higher hourly rate of contr ibutions to be
made for prevailing wage covered work than for non-covered work, the hi ghe r rate paid for
covered work will be fu lly credited toward satisfaction of the required prevailing wage rate only
if the plan prov ides for inunediate participation and an immediate or essentiall y immediate
ve sting schedule (e.g., 100% vesting after an e mpl oyee works 500 or fewer hours). Fo r su ch
plans the hourly rate of credit is arrived at by calculating the total contrib utions made on behalf
of each worker during th e course of the public works project, and dividing that number by the
number of hours worked by the same worker on the public works proj ect. This exemption
mirrors an exemption provided by the U.S. DOL in its a dministrati on of the Davis-Bacon Ac t.
TIMELY DEPOSIT OF CONTRIBUTIONS TO BENEFIT PLANS: Benefit pl an
contributions must b e made on a regular basi s, and no less often than quarterly .
PERIOD USED ("YEAR") FOR ANNUALIZATION PURPOSES: If yo ur plan does not
s pecify a time frame to calc ul ate the credit toward the prevailing wage ra te, in most inst anc es
L&I will use a cale ndar year. Otherwise, L&lmay look to t he time frame yo u use (e.g., a fi scal
yea r, cal endar year , plan year, et c.). The period yo u adopt must be reasonably consistent over
time .
Public Works Act (Chapter 39.12 RCW) Ca l cu l ati on of U sua l Benefits 2 28 2.013 LAS
•
CONTACT L&l FOR ANSWERS TO YOUR PLAN-SPECIFIC QUESTIONS: If tlus
explanation and the above examples do not cover your specific situation, please contact L&I for
guidance on the appropriate calculation. P lease direct your questions to the Prevailing Wage
Office at (360) 902-5335 or by e-mail at PWl @ Lni.wa.gov.
How to Calculate Benefit Contributions Based on L&l's Annualization Policy
Example: Health, Pension and Apprentice Contributions Calculation
An employe r cont1·ibutes $10,000 towards a full-time employee's health care coverage from
January 1, 2011 to December 31 , 2011. A full-time employee works a total of 2,080 hours in a
fu ll -time year (52 weeks x 40 h ours a week).
Calculation: $10 ,000 pai'd during t he year I 2 ,080 hours worked = $4.81
The amount to be reported for health coverage in this example is $4.81 per hour. If the
employer contributed an equivalent amount to an employee's pension plan during the year
(except those plans that meet the "DOL Exception" noted above), the same calculation
method would be used to obtain the rate to report for pension benefits.
Example: Vacation and Holidav Calculation
An employee works a total of 1,750 hours in a year and receives 2 weeks (80 hours) of paid
vacation time from January 1, 2011 , to December 31 , 2011. The total amount received in paid
vacation is $1 ,050.
Calculation: $1 ,050 total vacation pay I 1,750 total hours worked = $0.60
The amount to be reported for vacation in this example is $0.60 per hour. If the employee
received paid holidays during the year, the same calculation method would be used to
obtain the rate to report for the holiday pay.
L&I will as sume 2,080 hours per year, per employee, in the absence of evidence to the contrary .
If actual hours worked are substantially more than 2 ,080, or can be reasonably anticipated to be
more th an 2,080, actual hours must be used for the calculation. If an employer calculates using
less than 2,080 hours per employee per year, it must be able to document the reduced schedule
which provides the basis for the calculation.
Public Works Act (Chapter 39.12. RCW) Ca lcu l ation of Usual Benefits 2. 2.8 2.013 lAS
SUMMARY
• Employers must comply with a ll posting and employee notification
requirements provided by appl icab le federal and state laws
concerning usual benefits plans. Employers must also have and make
available to L&J upon request, copies of all documents concerning
usual benefits as identified in W AC 296-127-0 14 . See WAC 296-127-
01410 .
• Usual benefits are credited on an hourly basis and are expected to
accrue at a regular rate. Employers may not count benefits associated
with public and private work as if they were only associated with
public work projects. L&I will generally apportion or annualize
benefit contribution or costs to all hours worked over the course of a
year unless an employer provides an alternate schedule and can
document actual hours worked. Certain defmed contribution pension
plans (DOL . exception) do not need to meet this annualization
requirement.
• Benefit contributions must be deposited on at least a quarterly basis.
• Basic Annuali zed Calculation Method: Divide the total yearly
contributions made by the employer for each individual worker by
2,080 hours ( 40 hours per week X 52 weeks = 2,080 hours).
• Generally a calendar year is used in calculating credits toward the
prevailing wage rate, but there may be instances when calculations
are appropriately based on a fiscal year or plan year.
Pub l ic Works Act (Chapter 39 .12 RCW) Calculation of Usual Benefits 2 28 2013 LAS
THIS PAGE INTENTIONALLY LEFT BLANK
PREVAILING WAGE POLICY MEMORANDUM
DATE: May 19,2010
TO: All Interested Parties
FROM:~avid J. Soma, Industrial StatisticianiPrevailing Wage Program Manager
SUBJE~~ Landscape Construction
Policy Disclaimer
This policy is designed to provide general information in regard to the current opinions of the
Department of Labor & Industries on the subject matter covered. This policy is intended as a
guide in the interpretation and application ofthe relevant statutes, regulations, and policies,
and may not be applicable to all situations. This policy does not replace applicable RCW or WAC
standards. If additional clarification is required, the Program Manager for Prevailing Wage
should be consulted.
The July 23, 2009 Landscape Construction policy is rescinded. This document is effective as of
the date of print. Letters and clarifications posted on the L&I web site provide continuing
guidance. Changes may occur after the date of print due to subsequent legislation,
administrative rule, or judicial proceedings. The user is encouraged to notify the Program
Manager to provide or receive updated information. This document will remain in effect until
rescinded, modified, or withdrawn by the Director or his or her designee.
Application of the Landscape Construction Scope of Work
The Landscape Construction scope of work, WAC 296-127-01346, is organized with (1) an
introductory paragraph that establishes a context for potential uses of the scope; (2) a description
of specific tasks that may be within the scope for Landscape Construction if they are not
otherwise excluded by (3) a list of activities that are not included in Landscape Construction.
1) The Landscape Construction scope's introductory paragraph reads:
For the purposes of the Washington state public works law, chapter 39.12 RCW,
landscape construction involves the beautification of a plot of land by changing its
natural features through the addition or modification oflawns, trees, bushes, etc.
Landscape Construction Policy 05/19/2010 Page 1 of4
2. Work performed within the Landscape Construction scope of work:
• Constructing or maintaining lawns, yards, gardens or other landscaped surfaces.
• Mixing and spreading mulches, ground covers, soil amendments, decorative bark or
decorative rock.
• Seeding, sodding or hydroseeding.
• Applying chemicals or fertilizers.
• Planting trees, shrubs or plants.
• Installing, servicing or repairing above ground lawn or landscape sprinkler systems.
• Installing, servicing or repairing underground lawn or landscape sprinkler systems to
a maximum depth of three feet below finish grade.
• Assembling or placing premanufactured trellis work, play equipment, benches or
picnic tables.
• Constructing rock walls to a maximum height offour feet.
• Land clearing.
• Spreading top soil to a maximum depth of six inches below fInish grade.
• Trenching to a maximum depth of three feet below fInish grade.
• Installing french drains or other subsurface water collection systems to a maximum
depth of three feet below fInish grade.
• Hauling top soil, plants or other landscaping materials in trucks with only one rear
axle.
3. The Landscape scope of work makes exclusions that will override the list of
allowed tasks in (2) above.
Landscape Construction does not include:
• Any activity or task (including those mentioned above) when performed preparatory
to any nonlandscaping construction work.
• Constructing roads, footpaths, trails or rock walls more than four feet high.
• Custom fabrication of trellis work, play equipment, benches or picnic tables.
• Constructing restrooms, shelters or similar structures.
• Installing sewer systems, storm sewer systems, catch basins, vaults or drainage
systems for impervious surfaces (such as parking lots).
• Installing drainage systems or underground sprinkler systems more than three feet
below fmal grade.
• Land clearing, dozing, grading, excavating or hauling except as permitted above.
• Tree falling or bucking.
• Subgrade preparation.
• The use of power equipment with more than ninety horsepower.
• The use of trucks with more than one rear axle except hydroseeders.
• Demolition of structures.
• Asphalt or concrete work except incidental anchorage for play equipment, benches or
picnic tables.
landscape Construction Policy 05/19/2010 Page Z of4
• Welding.
• Installing agricultural irrigation systems.
• Encapsulation oflandfills.
NOTE: the scope of work for Utilities Construction, WAC 296-127-01389, places the
"cleanup and restoration of right of way (e.g., restore landscaping)" for such work
exclusively in Utilities Construction and that work may not be performed as Landscape
Construction.
4). The following are specific areas where the department has received frequent
questions regarding this scope of work. These activities are not allowed as
Landscape Construction under WAC 296-127-03146.
a. "Land Clearing" that cannot be performed as Landscape Construction
such as:
o Clearing preparatory to other construction
o Use of equipment over 90 horsepower;
o Tree falling and bucking; and
o Dirt or materials work beyond the up to six (6) inches of topsoil
allowed to be graded in the Landscape Construction scope of work.
b. Erosion control work, including the following, cannot be performed as
Landscape Construction:
o Erosion control blankets or fabric;
o Jute matting installation;
o Silt fence installation and maintenance;
o Trenching and installation of straw wattles;
o Sediment trap installation;
o Straw bale barriers;
o Brush barriers;
o Construction or other storm water filtration;
o Straw application for erosion control;
o Sand bag installation;
o Erosion control fence;
o Construction project dust control;
o Water bars;
o Pipe slope draining;
o Outlet protection;
o Interceptor dike and/or swale;
o Check dam installation;
o Turbidity curtain installation;
o Level spreader installation;
o Silt dikes installation;
o Storm drain inlet protection;
o Slope protection; and
o Storm water infiltration.
Landscape Construction Policy 05/19/2010 Page 3 of4
Note: Seeding or hydroseeding, mulchlbark application, sod installation,
planting vegetation, and landscape maintenance associated with these erosion
control activities may still be performed under the Landscape Construction
scope unless the work is exclusive to another scope of work such as the scope
for Utility Construction, WAC 296-127-01389.
c. Except for those tasks allowed as Landscape Construction in WAC 296-
127-01346, stream or river channel modifications, wetlands creation or
enhancement projects, as well as construction of environmental
mitigations, habitat improvements, swales, etc. cannot be performed as
Landscape Construction.
d. Except for spreading up six (6) inches of topsoil, and mulches, and
planting, golf course construction (land grading and contouring not
permissible under the Landscape Construction scope of work) cannot be
performed as Landscape Construction.
Whenever your fact set is less than a perfect match from those specifically addressed above,
check with the Industrial StatisticianlPrevailing Wage Program Manager for specific answers.
The Department is happy to provide guidance on your fact set. Please identifY the actual
circumstances and describe them in full to the Department. You may contact us by phone: 360-
902-5335 or bye-mail at: PWl@LNI.WA.GOV
landscape Construction Policy 05/19/2010 Page 4 of4
City of Renton
Contract Provisions for
Renton Elementary and Middle School Crossings
____________________________________________________________________________
B. CITY OF RENTON STANDARD PLANS
THIS PAGE INTENTIONALLY LEFT BLANK
PATCHED AREA
i
A q
COVER
COVER PER STD PLAN 401
SEE NOTE 9)
SEAL WITH AR 4000 OR APPROVED
EQUAL AND DRY SAND AFTER P L A N
PATCHING NTS
OUTSIDE DIAMETER OF
SEE NOTE 9) ADJUSTMENT RING AND x SEE NOTE 2
X
gOTTOM OF FRAME
t----
MORTAR JOINT(S) (3/8" MIN.-2" MAX.) ADJUSTMENT RING (1" MIN.). SEE
SEE NOTE 3 AND SPECIAL PROVISION NOTE 6.
7-05.3(1).
SECTION A-A
NOTES
1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 5. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON.
FOOT(MIN.). ADJUST CASTING FRAME TO PAVEMENT
SURFACE USING RISER RINGS AND MORTAR. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY.
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8"OF THE USE OF SHIMS IS PROHIBITED.
HMA CLASS"PG 64-22(OR TO A DEPTH THAT S 2"BELOW
THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7• FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
IS GREATER)OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH.
3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN
MORTAR.MORTAR SHALL BE ASTM C270 FOR TYPE S. 8. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN
VISIBLE UPON COMPLETION.
4. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTIONS. 9. X=1'-0"MIN.TO 2'-6"MAX.-PER ENGINEER'S INSTRUCTION
STD. PLAN - 106
j PUBLIC WORKS TY'CAL CONSTRUCTION A ROVED:
al' DEPARTMENT AND ADJUSTMENT OF
flMANNOLERISER3
e o r>tor DA E
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Page 1 of 10 | Published: 2/16/2018
Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200
Website: rentonwa.gov
TRENCH RESTORATION AND STREET OVERLAY
REQUIREMENTS
Published : 2/16/2018
It is the intent of the following policies, procedures and specifications to obtain satisfactory work with a
minimum of delay to all parties concerned when performing trench restorations or street overlays.
PURPOSE
The purpose of this Code Section is to establish guidelines for the restoration of City streets disturbed by installation of
utilities and other construction activities. Any public or private utilities, general contractors, or others permitted to work
in the public right-of-way will adhere to the procedures set forth in this policy.
DEFINITION
Engineer: The term “engineer” shall denote the City project manager, inspector and/or plan reviewer, or their designated
representative.
APPLICATION
The following standards in this Section shall be followed when doing trench or excavation work within the paved portion
of any City of Renton right-of-way. Modifications or exemptions to these standards may be authorized by the Community
and Economic Development Administrator, or authorized representative, upon written request by the permittee, the
permittee’s contractor or engineer, and demonstration of an equivalent alternative.
HOURS OF OPERATIONS
Hours for work within the roadway for asphalt overlays or trench restoration shall be as directed by the Traffic Control
Plan requirements and the Traffic Operations Engineer.
INSPECTION
The Engineer may determine in the field that a full street-width (edge-of-pavement to edge-of-pavement) overlay is
required due to changes in the permit conditions such as, but not limited to the following:
1. There has been damage to the existing asphalt surface due to the contractor’s equipment.
2. The trench width was increased significantly or the existing pavement is undermined or damaged.
3. Any other construction related activities that require additional pavement restoration.
TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS (CONT ’D )
Page 2 of 10 | Published: 2/16/2018
CITY OF RENTON STANDARDS
All materials and workmanship shall be in accordance with the City of Renton Standard and Supplemental Specifications
(current adopted version) except where otherwise noted in these standards. Materials and workmanship are required to
be in conformance with standards for the Standard Specifications for Road, Bridge, and Municipal Construction prepared
by the Washington State Chapter of the American Public Works Association (APWA) and the Washington State Department
of Transportation (WSDOT) and shall comply with the current edition, as modified by the City of Renton Supplemental
Specifications.
1. An asphalt paver shall be used in accordance with Section 5-04.3(3) of Standard Specifications. A “Layton Box”
or equal may be used in place of the power-propelled paver. Rollers shall be used in accordance with Section 5-
04.3(4) of the Standard Specifications. “Plate Compactors” and “Jumping Jacks” shall not be used in lieu of
rollers.
2. Trench backfill and resurfacing shall be as shown in the City of Renton Standard Details, unless modified by the
City permit. Surfacing depths shown in the standard details are minimums and may be increased by the Engineer
to meet traffic loads or site conditions.
3. Requirement for Patching, Overlay, and Overlay Widths:
All trench and pavement cuts shall be made by sawcut or by grinding. Sawcuts or grinding shall be a minimum
of one foot (1') outside the trench width. The top two inches (2") of asphalt shall be ground down to a minimum
distance of one foot (1') beyond the actual outside edges of the trench and shall be replaced with two inches
(2") of Class B asphalt, per City of Renton Standard Plans. At the discretion of the engineer, a full street width
overlay may be required.
Lane-width or a full street-width overlay will be determined based upon the location and length of the proposed
trench within the roadway cross-section. Changes in field conditions may warrant implementation of additional
overlay requirements.
a. Trenches (Road Crossings):
(1) The minimum width of a transverse patch (road crossing) shall be six and one-half feet (6.5'). See City
of Renton Standard Plans.
(2) Any affected lane will be ground down two inches (2") and paved for the entire width of the lane.
(3) The patch shall be a minimum of one foot (1') beyond the excavation and patch length shall be a
minimum of an entire traveled lane.
(4) If the outside of the trenching is within three feet (3') of any adjacent lane line, the entire adjacent
traveled lane affected will be repaved.
(5) An area including the trench and one foot (1') on each side of the trench but not less than six and one-
half feet (6.5') total for the entire width of the affected traveled lanes will be ground down to a depth
of two inches (2"). A two-inch (2") overlay of Class B asphalt will be applied per City standards.
b. Trenches Running Parallel with the Street:
(1) The minimum width of a longitudinal patch shall be four and one-half feet (4.5'). See City of Renton
Standard Plans.
(2) If the trenching is within a single traveled lane, an entire lane-width overlay will be required.
TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS (CONT ’D )
Page 3 of 10 | Published: 2/16/2018
(3) If the outside of the trenching is within three feet (3') of any adjacent lane line, the entire adjacent
traveled land affected will be overlaid.
(4) If the trenching is greater than or equal to 30% of lane per block (660 foot maximum block length), or
if the total patches exceed 12 per block, then the lanes affected will be overlaid. Minimum overlay
shall include all patches within the block section.
(5) The entire traveled lane width for the length of the trench and an additional ten feet (10′) at each end
of the trench will be ground down to a depth of two inches (2′′). A two-inch (2′′) overlay of Class B will
be applied per City standards.
c. Potholing:
Potholing shall meet the same requirements as trenching and pavement restoration. Potholi ng shall be a
minimum of one foot (1') beyond the excavation. All affected lanes will be ground down to a depth of two
inches (2") and paved not less than six and one half feet (6.5') wide for the entire width of the lane. Potholes
greater than five feet (5') in length, width or diameter shall be restored to trench restoration standards. In
all cases potholes shall be repaired per Renton Standard Plans. Restoration requirements utilizing vactor
equipment will be determined by the Engineer.
4. Pavement Removal in Lieu of Grinding:
The contractor in all cases can remove the pavement in the replacement area instead of grinding out the
specified two inches (2") of asphalt. Full pavement replacement to meet or exceed the existing pavement depth
will be required for the area of pavement removal. Patching of pervious concrete shall follow American Concrete
Institute (ACI) 522.1-13. Porous asphalt shall be specified on a project-by-project basis by the engineer.
Permeable materials should be replaced in-kind where feasible. Patching porous asphalt with conventional
asphalt is acceptable if it is no more than ten percent (10%) of the total facility area or does not impact the
overall facility function. Appropriate precautions shall be taken during pavement repair and replacement efforts
to prevent clogging of adjacent surfaces.
5. Trench Backfill and Restoration Construction Requirements:
a. Trench restoration shall be either by a patch or overlay method, as required and indicated on City of
Renton Standard Plans.
b. All trench and pavement cuts, which will not be overlaid, shall be made by sawcut or grinding. Sawcuts
shall be a minimum of two feet (2') outside the excavated trench width.
c. All trenching within the top four feet (4') shall be backfilled with crushed surfacing materials conforming
to Section 4-04 of the Standard Specifications. Any trenching over four feet (4') in depth may use materials
approved by the Engineer or Materials Lab for backfilling below the four-foot (4') depth.
d. If the existing material (or other material) is determined by the Engineer to be suitable for backfill, the
contractor may use the native material except that the top six inches (6") shall be crushed surfacing top
course material.
e. The trench shall be compacted to a minimum ninety-five percent (95%) density, as described in Section 2-
03 of the Standard Specifications. In the top six feet (6') of any trench, backfill compa ction shall be
performed in eight (8) to twelve-inch (12") lifts. Any trench deeper than six feet (6') may be compacted in
TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS (CONT ’D )
Page 4 of 10 | Published: 2/16/2018
twenty-four inch (24") lifts, up to the top six-foot (6') zone. All trench backfill shall be firm and unyielding
but in no case shall be compacted to more than ninety-two percent (92%) of maximum density in
permeable pavement areas.
f. All compaction shall be performed by mechanical methods. The compaction tests may be performed in
four-foot (4') vertical increments maximum. The test results shall be given to the Engineer for review and
approval prior to paving. The number and location of tests required shall be determined by the Engineer.
d. Temporary restoration of trenches for overnight use shall be accomplished by using MC mix (cold mix),
Asphalt Treated Base (ATB), or steel plates, as approved by the Engineer. ATB used for temporary
restoration may be dumped directly into the trench, bladed out and rolled. After rolling, the trench must
be filled flush with asphalt to provide a smooth riding surface. If the temporary trench restoration does
not hold up, the contractor shall repair the patch within eight hours of being notified of the problem by
the City. This requirement applies 24 hours per day, seven days per week. In the event that the City
determines to repair the temporary patch, the contractor shall reimburse the City in an amount that is
double the City’s costs in repairing the patch, with the second half of the reimbursement to represent City
overhead and hidden costs.
e. Asphalt Concrete Class E or Class B shall be placed to the compacted depth as required and indicated on
City of Renton Standard Plans or as directed by the Engineer. The grade of asphalt shall be AR-4000W. The
materials shall be made in conformance with Section 9-02.1(4) of the Standard Specifications.
f. Tack coat shall be applied to the existing pavement at edge of saw cuts and shall be emulsified asphalt
grade CSS-1, as specified in Section 9-02.1(6) of the Standard Specifications. Tack shall be applied as
specified in Section 5-04 of the Standard Specifications.
g. Asphalt Concrete Class E or Class B shall be placed in accordance with Section 5-04 of the Standard
Specifications; except those longitudinal joints between successive layers of asphalt concrete shall be
displaced laterally a minimum of twelve inches (12"), unless otherwise approved by the Engineer. Fine
and coarse aggregate shall be in accordance with Section 9-03.8 of the Standard Specifications.
All street surfaces, walks or driveways within the street trenching areas shall be feathered and shimmed
to an extent that provides a smooth-riding connection and expeditious drainage flow for the newly paved
surface.
Feathering and shimming shall not decrease the minimum vertical curb depth below four inches (4") for
storm water flow. The Engineer may require additional grinding to increase the curb depth available for
storm water flow in areas that are inadequate. Shimming and feathering as required by the Engineer shall
be accomplished by raking out the oversized aggregates from the Class B mix as appropriate.
Surface smoothness shall be per Section 5-04.3(13) of the Standard Specifications. The paving shall be
corrected by removal and repaving of the trench only. Asphalt patch depths will vary based upon the
streets being trenched. The actual depths of asphalt and the work to be performed shall be as required
and indicated on City of Renton Standard Plans.
Compaction of all lifts of asphalt shall be a minimum ninety-two percent (92%) of density as determined
by WSDOT Test Method 705. The number of tests required shall be determined by the Engineer.
TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS (CONT ’D )
Page 5 of 10 | Published: 2/16/2018
Testing shall be performed by an independent testing lab with the results being supplied to the Engineer.
Testing is not intended to relieve the contractor from any liability for the trench restoration. It is intended
to show the inspector, and the City, that the restoration meets these specifications.
h. All joints, except those associated with permeable pavement, shall be sealed using paving asphalt AR-
4000W.
i. When trenching within the unpaved roadway shoulder(s), the shoulder shall be restored to its original
condition, or better.
j. The final patch shall be completed as soon as possible and shall not exceed fifteen (15) working days after
first opening the trench. This time frame may be adjusted if delays are due to inclement paving weather
or other adverse conditions that may exist. However, delaying of final patch or overlay work is subject to
the Engineer’s approval. The Engineer may deem it necessary to complete the work within the fifteen (15)
working day time frame and not allow any time extension. Should this occur, the contractor shall perform
the necessary work, as directed by the Engineer.
k. A City of Renton Temporary Traffic Control Plan (from Renton Transportation Engineering) shall be
submitted and approved by the Engineer a minimum of three (3) working days prior to commencement
of work.
6. Removal of Utility Locate Markings from Sidewalks Required:
The permittee will be required to remove utility locate marks on sidewalks only within the Center Downtown
Zone. The permittee shall remove the utility locate marks within 14 days of job completion.
1 1 VARIES 1 1
MIN MIN MIN I MIN
SPECIAL NOTE: T < }
x , 4INTHEEVENTTRANSVERSEPATCHESEXISTI ;
WITHIN THE AFFECTEO STREET, THE LENGTH I I
IOFTHEPATCHSHALLBEEXTENDEDTO
INCLUDE ANY EXISTING PATCH WITHIN 10 j FEET OF THE EDGE OF THE PATCH REQUIRED iFORTHENEWCROSSINGANDANYf . .
SUBSEQUENT PATCH EDGE WITHIN 70 FEE7
OF THE EDGE OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 300 FEET. I FACE OF GUTTER OR
i I EDGE OF PAVEMENT
k -=f--
a ;
TRAFFIC FLOW
2" HMA I r a d` i
i CENTER LINE ORILANELWE
2" TO 8" HMA i
I
6.5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES: 6.5' MIN.
DEPTH OF EXISTING PAVEMENT
MIN I MIN
VARIES {
MIN I MINI
2" SAWCUT AND REMOVE
OR PLANE, SEAL WITH 2" - 6" MIN. HMA (SEE NOTE 2)AR-4000W
EACH SIDE)
6" CRUSHED SURFACWG TOP COURSE (CSTC)
2" HMA 9-03.9(3)) PER WSDOT STANDARO
SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PROCTOR.
SAWCUT AFTER BACKFILL
EACH SIDE)
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR.
WIDTH OF TRENCH AS RE UIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARDNEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1.
STANDARD SPECIFICATION 7-08.3(1)B
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR
p - 110
PUBLIC WORKS
FLEXIBLE PAVEMENT OR RIGID F'}'R 'E;D
DEPARTMENT u j,.,,
PAVEMENT WITN OVERLAY
r T
VARIES: 4.5' MIN.
LANE LINE
MARKING SAWCUT AFTER BACKFILL
DEPTH OF EXISTING PAVEMENT
2" - 6" HMA
5EE NOTE 2) EDGE OF PAVEMENT, EDGE
OF CURB & GUTTER, OR
MIN. MIN. CENTER OF LANE MARKING
2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE
CSTC) (9-03.9(3)) PER WSDOT STANDARD
2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH MODIFIED PROCTOR
AR-4000W
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95 MODIFIED PROCTOR.
PROPOSED IMPROVEMENT (SEE WSDOT
STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS
ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD 5PECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
WSDOT STANDARD SPECIFICATION 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0
FOR SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95
PASSING A #4 SIEVE AND LESS THAN 5 PASSING
A #200 SIEVE
NOTES:
1. WHEN EXISTWG PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER.
2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL " PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6".
RESIDENTIAL ACCESS STREETS - HMA CL " PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS TNAN 4".
3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND
OVERLAID WITH HMA.
4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT.
5. IF TRENCHING THROUGH EXISTING DRNEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH
S"PD. PLAN - 110.1
PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR P1'R ;1;D
DEPARTMENT
RIGID PAVEMENT WITH OVERLAY
o
LANE ] LAt E LANE i
f
t ii
1 :
f I
f
l
j 4
INITIAL 2" DEEP SAWCUT OR GRIND, AND
LIMIT OF FINAL OVERLAY. GRIND AND PAVE
r FULL STREET WIDTH OVERLAY REQUIRED.
J 'r
t
1 J
f/
t
I ce:
t(. p_.
2:
t -, / . -I / t'
If
r .. }t ,
1
i f 1` I
t f
EDGE OF EXISTING PAVEMENT
11
EDGE OF TRAVELED LANE (EDGE STRIPE)
t
VARIES: 4.5' MIN. (SEE STD PLAN 110.1)fI
CENTER OF ANY MARKED LANE LINE,
PROVIDE NEW CHANNELIZATION AFTER OVERLAY
F
t1
i r SECONDARY FULL DEPTH SAWCUT FOR
4 PROPOSED TRENCH
t f
I
INITIAL 2" DEEP SAWCUT OR GRIND, AND
f LIMIT OF FINAL OVERLAY. GRIND AND PAVE
FULL STREET WIDTH OVERLAY REQUIRED
CANE LAtV LANE
r ___ _0
i __
FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN 110.1
3TD. PLAN - 110.2
PUBLIC WORKS REQUIRED SAWCUT, GRIND AND ppR' 'I,D:DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES Q -
R
PORTLAND CEMENT CONCRETE (PCC) SHALL MEET THE
MATERIAL AND CONSTRUCTION REQUIREMENTS OF WSDOT
STANDARD SPECIFICATION 5-05
SAW CUT SHALL BE VERTICAL
SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LWES
AND W STRAIGHT LINES
EXISTING CONCRETE
PAVEMENT
s - SEE NOTES BELOW
SEE WSDOT STANDARD i `
ii''
I
SPECIFICATION 5-01.3(6)6"
AND NOTES BELOW MIN.
6" MIN.12'
EXISTING COMPACTED BASE
SIDE OF TRENCH Z MIN.
SIDE OF TRENCH
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFlLL
9-03-9(3)), GRAVEL BORROW (9-03.14(1)) PER COMPACTED CRUSHED SURFACING
WSDOT STANDARD SPECIFICATIONS OR NATIVE TOP COURSE.
MATERI A IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR.
PANEL REPLACEMENT DETERMINATION NorEs:
FULL CEMENT CONCRETE PANEL REPLACEMENT: t, rRnNsvERSE owrs
FOR CEMENT CONCRETE SURFACE STREETS, THE
1/2" DIAM. X 18" 12" DOWEL BARS
ON CENTER MEETING WSDOT STANDARD
MINIMUM RESTORATION SHALL BE FULL PANEL SPECIFICATION 9-07.5.
REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING
CONDITIONS EXIST: 2. LONGITUDINAL JOINTS
5 TIE BARS X 30" 36" ON CENTER
MEETING WSDOT STANDARD SPECIFICATION
9-07.6.
CONDITIONS ADDITIONAL REQUIREMENTS
3. WHEN THE PCC PANEL IS LESS THAN 8"
IN THICKNESS J 5 TIE BARS X 30" SHAL
ALL BUS ROUTES BE USED. FOR TRANSVERSE JOINTS TIE
BARS SHALL 8E ON 36" CENTERS WITH
NO LESS THAN 2 BARS PER SIDE ON
ALL INTERSECTIONS PLUS ONE PANE BEYOND THE SMALL REPAIRS OR REPLACEMENT
CURB RETURN PANELS.
40 OR GREATER OF 4. TIE BARS AND CORROSION—RESISTANI
EXISTING PANEL REMOVAL DOWEL BARS SHALL BE PLACED IN
ACCORDANCE WITH WSDOT STANDARD
SPECIFICATION 5-05.3(10).
EXCELLENT CONDITION (BASED
ON VISUAL AND/OR 5. DOWELS SHALL NOT BE USED WHEN PCC
NON—DESTRUCTION TESTING PANEL IS ESS THAN 8" IN THICKNESS.
6. NEW PCC PANEL SHALL MATCH
PRINCIPAL, MINOR, COLLECTOR THICKNESS OF EXISTING CONCRETE
ARTERIALS AND ALL STREETS PAVEMENT.
IN CBD WITHOUT BUS ROUTES
7. FULL PCC PANEL REPLACEMENT IS NOT
REQUIRED WHEN OVERLAID WITH ASPHALT
PAVEMENT.
TYPICAL PATCH FOR RIGID STD. PLAN - 111
PUBLIC WORKS pAVEMENT WITHOUT ASPHALT I'l'I'.C E;I)DEPARTMENT
CONCRETE OVERLAY J(J -
LABEL THE STREET FACING SIDE OF THE CABINET
WITH ITS ADDRESS NUMBER (W/O STREET NAME)
USING AN ENGRAVED PHENOLIC NAMEPLATE WITH 2”
HIGH BLACK LETTERING ON WHITE BACKGROUND.
ATTACH NAMEPLATE WITH ADHESIVE
C’)ni
C,
C,
z
‘Ii
-I •_‘\PHOTO
METER ELECTRIC
BASE CELL
MAIN IthyB.
,—.CONTROL
----1 SWITCH
---—LTG.TYPICAL
-GROUND
----—---—-—-------—‘-——FAULT
W RECEPT.
—*-6”‘E—
21”
U
ELEVATION SECTION
THE METER DOOR SHALL BE REMOVABLE.
UNLESS SPECIFIED IN THE PLANS,THE
METER DOOR HINGE SHALL BE LOCATED
ON LEFT SIDE OF THE CABINET
120!24OVAC,1 PHASE,3 WIRE
-j
-j
0
Ei
U)
-3
z
I—
0
WIRING SCHEMATIC
NOTES PER STANDARD PLAN 122.2
2”
-H 8”8”H
H(16”>‘
o
_________________DocuSign Envelope ID: 1A67EB64-FDC0-44CD-AF93-5F66899DD39F2/27/2020 | 12:32 PM PST
DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E
COMPONENT SCHEDULE
1D METERBASE: 200 AMP. 4 JA'vV. B-L-INE LI264- MANUAL B"_--P SS_
W/ 5TH JAW AT 9:00 POSITION
PANELBOARD: 120-240 -\'AC. 100 A',IP COP?7—R 3L-S.
MAIN BREAKER: 100 ANIP FRA'\IE. 100 AEI? -RI?.
BOLT -ON BRANCH BREAKERS. EATON TY?= BA3
2 - 20.2 ILLUMINATION BRANCH A B
1 - 201 ITS BRANCH
1 - 20.1 CONTROL CKT BRANCH
1 - 20.1 GROUND FAULT RECEPTACLE BRANC=
3 - 20.1 SPARE BRANCH
CONTACTOR: NE1IA LIGHTING RATED. 36A. = POLE. 2 V
SQD #8910DPA34V02. 1—REQUIRED
4 PHOTO CELL: PHOTO ELECTRIC CELL: h .'- Vx GATT. I
MOUNTED INSIDE CABINET BEHIND XVIREGLASS
5 PHOTO -CELL BYPASS SNITCH. SPDT. 15 _ANIP,
6 GROUND FAULT RECEPTACLE: -10 AMP_ 12 , '\ 'AC. D ..-?;- X
CABINET: NEMA 3R. PAD\IOL"NT. 1 S" ALUNIINUNI 2 _z- C+ -Y a-- _ _
2 SCREENED AND GASKET-D A"=N-S
DOORS: HEAVY DUTY HINGES (LIFT-0-7-7
STAINLESS STEEL VAULT HANDLES.'AD__C
BEST" CN LOCK ON DISTRIB ,TION D00--l- _ - =- __--- NVINDONV
IN AIETER DOOR. CLOSED C7— - N ' -N7 -7-, CARD
HOLDER FINISH:
MILL FINISH ALUMINUM NOTE:
1.
SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE SERVICE
CABINET NOTES STD.
PLAN - 122.2 PUBLIC
WORKS A ROVED: DEPARTMENT
GAZ 3/13/2019 DATE
DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E
CONDUIT ENTRANCE AREA
PLAN VIEW
SIZE TO FIT SIZE TO FIT
CABINET CABINET
6" 6"
GRADE LEVEL
N a
ad' d
FRONT VIEW SIDE VIEW
ELECTRICAL SERVICE CABINET FOUNDATION
n
SHIM TO PLUMB
SEE NOTE 3
0 L_k_HT71 #
4 HOOPS
4 BAR E AC-,' CORNER
6" MIN 1" TO 2"
3/8" DIAMETER PLASTIC DRAIN
SIDE VIEW
CABINET DEPTH
1'-6" + 2" 1'-6"
IIII #4 BAR EACH
4 CORNER
HOOPS
Q TIT
PLAN VIEW
CONTROLLER CABINET FOUNDATION
NOTES PER STD PLAN 126.2
Y o CABINET FOUNDATION
STD. PLAN 126.1
PUBLIC WORKS DETAILS PROVED:
Ps 1w DEPARTMENT ZAZ 3/13/2019 MIT
DATE
DocuSign Envelope ID: 5D308A1A-204D-48E8-BB23-8A2834BB565E
SHIM TO PLUMB
SEE NOTE
NOTES
1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT
PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE
TOP AND SIDEWALK ABUT. MOUNT TOP SHALL BE FINISHED BY A
CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF
SECTION 8-14.3 IN THE WSDOT STANDARD SPECIFICATIONS.
2. PAD MOUNT DESIGN IS TYPICAL.
3. PLACE A SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET.
4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET
MANUFACTURER AND SUBMITTED TO THE ENGINEER FOR APPROVAL.
5. CONDUIT SIZES/QUANTITIES FOR THE CONTROLLER AND CONTACTOR
CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE
2" SPARE CAPPED OUT PAST THE FOUNDATION.
6. CONCRETE CLASS PER STD PLAN 135.
7. 2" CONDUIT SHALL BE PLACED FROM THE COMBINED BBS/CONTACTOR
TO THE CONTROLLER CABINET.
8. EACH CABINET SHALL HAVE A 3/s" DIAMETER PLASTIC DRAIN PIPE.
9. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS.
10. WHEN ALL THREE CABINETS ARE TO BE INSTALLED AND SPACE
ALLOWS, A COMBINED FOUNDATION SHALL BE USED.
11. WOODEN SHIMS SHALL NOT BE USED
12. GROUNDING SHALL BE PER WSDOT STANDARD PLAN J-60.05, SHEET 3.
SHIM TO PLUMB
SEE NOTE 3
4 HOOPS SHIM TO PLUMB
EQUAL SPACES)
SEE NOTE 3
NI 2»
6" MIN
3 — #4 REINFORCING BAR (EQUAL SPACES)
SEE NOTE 5
1 1.
I I \ \
Li
U
1" TO 2'
FRONT VIEW
3/8" DIAMETER PLASTIC DRAIN (ONE PER CABINET)
SEE NOTE 7
3/8" DIAMETER PLASTIC DRAIN
SEE NOTE 5
O U w
U >
HORIZONTAL
0
COMBINED FOUNDATION
REINF. BAR DIAGRAM
6 PIECES
L#4 HOOPS
BBSI
CONTROLLER CONTACTOR
CABINET CABINET
10"
WIDTH
5„
WIDTH
10" 1' + 2"
PLAN VIEW
COMBINED CONTROLLER/BBS/CONTACTOR FOUNDATION
3 — #4 REINFORCING BAR
EQUAL SPACES)
CABINET FOUNDATION
STD. PLAN 126.2
PUBLIC WORKS DETAILS A6ROVED:
DEPARTMENT AZ 3/13/2019 1 4SDATE
PRECAST BASE SECTION
SEE NOTE 1
NOTES:
1.AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.
2.THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5"
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-04.3.
3.THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
4.THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN.
5.THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1H:24V OR STEEPER.
6.THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
7.ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
NON-SHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-20.3(2).
8.ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
FRAMES.
9.MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10.FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
11.ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
FRAME AND VANED GRATE
RECTANGULAR ADJUSTMENT SECTION
34"
24"
30
20
5"
5"
1", 2", 4", 6", 12", OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
PIPE ALLOWANCES
PIPE MATERIAL
MAXIMUM
INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE
12"
ALL METAL PIPE 15"
CPSSP*,
STD. SPEC. 9-05.20
12"
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)15"
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
15"
CORRUGATED POLYETHYLENE STORM
SEWER PIPE
26",
S E E N O T E 6
22SE
E
N
O
T
E
6
3"4"44"
21" MIN.4"
MI N. (T Y
P.)3 BAR EACH
SIDE 3 BAR EACH
WAY 3 BAR
EACH CORNER 3
BAR EACH CORNER
18" MIN.3 BAR
HOOP ALTERNATIVE PRECAST BASE
SECTION CATCH BASIN TYPE
1 STD.
PLAN -
200.
00PUBLIC
WORKS DEPARTMENT APPROVED:
DATEGregg Zimmerman Public Works Administrator UNLESS OTHERWISE NOTED, DRAWING
IS NOT TO SCALE (NTS)DocuSign Envelope ID:
6EECF5B6-602A-4E4A-B436-A317AA638878 9/28/
NOTES:
SECTION VIEW
ISOMETRIC VIEW
DRAINAGE GRATE TRIM
GRATE FRAME
FILTERED
WATER
SEDIMENT AND DEBRIS
OVERFLOW BYPASS
BELOW INLET GRATE DEVICE
DRAINAGE GRATE
RECTANGULAR GRATE SHOWN)RETRIEVAL SYSTEM (TYP.)
OVERFLOW BYPASS (TYP.)
BELOW INLET GRATE DEVICE
1.PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
2.INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM.
3.THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE.
4.SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE.
5.THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS).
6.THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL.
7.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15).
8.ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
5" MAX.
CATCH BASIN INSERT
STD. PLAN - 216.30
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
RIGID PIPE NOTES:
1.PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE
CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN
A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION
ZONE SHALL BE THE WALLS OF THE TRENCH.
2.O.D. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE
OUTSIDE SPAN OF PIPE-ARCH.
3.SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH WIDTH.
4.PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN
6" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY.
5.EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE
WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD
WSDOT/APWA SPECIFICATIONS SECTION 9-03.17.
GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3))
OR MAINTENANCE ROCK (WSDOT 9-03.9(4))
CIRCULAR PIPE
FOUNDATION MATERIAL,
IF REQUIRED, SEE NOTE 5
SPAN
6"
PIPE - ARCH
6"
PIPE TYPE
MINIMUM
COVER (FT)PUBLIC?PRIVATE?
ALLOWED IN ZONE 1
OF THE APA?
CORRUGATED
STEEL PIPE
2.0 YES YES YES
SPIRAL RIB STEEL
PIPE
2.0 YES YES YES
PLAIN CONCRETE
PIPE (PCP)2.0 NO YES NO
REINFORCED
CONCRETE PIPE
RCP)
1.0 YES YES NO
CORRUGATED OR
SPIRAL RIB
ALUMINUM PIPE
2.0 YES YES NO
DUCTILE IRON PIPE 1.0 YES YES YES
FOUNDATION
LEVEL
RISE
TRENCH WIDTH,
SEE NOTE 3
CIRCULAR PIPE
DIAMETER
MINIMUM DISTANCE
BETWEEN BARRELS
12" TO 24"12"
30" TO 96"DIAMETER / 3
102" TO 180"48"
PIPE-ARCH
SPAN
MINIMUM DISTANCE
BETWEEN BARRELS
18" TO 36"12"
43" TO 142"SPAN / 3
148" TO 199"48"
TRENCH WIDTH,
SEE NOTE 3
6"
O.D.
6"
FOUNDATION
LEVEL
PIPE ZONE BEDDING AND
BACKFILL, SEE NOTE 4
FOUNDATION MATERIAL,
IF REQUIRED, SEE NOTE 5
PIPE ZONE BEDDING AND
BACKFILL, SEE NOTE 4
PIPE ZONE BEDDING AND
COMPACTION - RIGID PIPE
STD. PLAN - 220.00
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
12" MIN.
6" MIN. , SEE NOTE 4
EXISTING PAVEMENT SURFACE
SURFACE RESTORATION AS
SPECIFIED IN CONTRACT DOCUMENTS
CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3), "BANK RUN
GRAVEL FOR TRENCH BACKFILL" PER
WSDOT STD. SPEC 9-03.19, OR "GRAVEL
BORROW" PER WSDOT STD. SPEC 9-03.14(1),
COMPACTED TO 95% OF MAXIMUM DENSITY
BENCH AS NEEDED FOR
SHORING SYSTEM WHEN
DEPTH IS 4' OR GREATER
PIPE ZONE BEDDING AND BACKFILL
PER STD. PLANS 220.00 AND 220.10
PIPE
NEAT LINE TRENCH
UNPAVED AREAS PAVED AREAS
SEE NOTE 1
NOTES:
1.SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR
MEASUREMENT OF TRENCH WIDTH.
2.EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD
DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC.
3.MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS
DETERMINED BY PIPE MANUFACTURER.
4.IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE "CRUSHED
SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE.
5.SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT
RESTORATION REQUIREMENTS
CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3), COMPACTED
TO 95% OF MAXIMUM DENSITY
TYPICAL TRENCH AND BACKFILL
STD. PLAN - 220.20
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
OPTION 5 - IMPORTED TOPSOIL
OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND
3"-4" ARBORIST WOOD CHIP MULCH,
SEE STD. PLAN 262.60
SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED LAYER
12" BELOW SOIL SURFACE)
GRASS: SEED OR SOD
1.75" OF COMPOST INCORPORATED INTO
6.25" OF SITE SOIL (TOTAL AMENDED DEPTH
OF 9.5", FOR A SETTLED DEPTH OF 8")
SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED LAYER
12" BELOW SOIL SURFACE)
PLANTING BEDS TURF (LAWN) AREAS
0"
8"
12"
3"-4" ARBORIST
WOOD CHIP
MULCH, SEE STD.
PLAN 262.60
SUBSOIL IS
SCARIFIED 6"
BELOW IMPORTED
TOPSOIL MIX
GRASS: SEED OR SOD
6" IMPORTED
TOPSOIL MIX
COMPACTED
DEPTH)
SUBSOIL IS
SCARIFIED 6"
BELOW IMPORTED
TOPSOIL MIX
0"
6"
12"
PLANTING BEDS TURF (LAWN) AREAS
3" OF COMPOST INCORPORATED
INTO 5" OF SITE SOIL (TOTAL
AMENDED DEPTH OF 9.5", FOR A
SETTLED DEPTH OF 8")
GRASS: SEED OR SOD
PLANTING BEDS/UNDISTURBED
VEGETATION, SEE NOTE 1
UNDISTURBED TURF (LAWN) AREAS,
SEE NOTE 1
0"
OPTION 1 - NO DISTURBANCE
UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL
6" IMPORTED
TOPSOIL MIX
COMPACTED
DEPTH)
GENERAL NOTES:
1.TO MEASURE SETTLED DEPTH, WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITHOUT
CAUSING EROSION
2.COMPOST TO MEET STD. PLAN 262.60.
3.COMPACTION OF TOPSOIL (WHERE REQUIRED)
TO BE TO 85% OF STANDARD PROCTOR.
4.SEE CONSTRUCTION PLANS FOR SPECIFIC
PROJECT REQUIREMENTS.
UNDISTURBED
NATIVE VEGETATION
NOTES:
1.AREAS OF NO DISTURBANCE TO BE FENCED
AND EXISTING VEGETATION AND SOIL TO BE
PROTECTED FROM CONSTRUCTION IMPACTS.
SOIL AMENDMENT SECTIONS
STD. PLAN - 264.00
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
City of Renton
Contract Provisions for
Renton Elementary and Middle School Crossings
____________________________________________________________________________
C. WSDOT STANDARD PLANS
THIS PAGE INTENTIONALLY LEFT BLANK
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ALIGNMENT STAKE
STAKE EVERY 100 FEET ON TANGENTS ,
EVERY 25 FEET ON CURVES
OFFSET FROM (@ SLOPE STAKE LINE DESIGNATION
CATCH (10 FEET)
r
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0) LINE STATIONING n CD N CUT AT CATCH POINT + HUNDRED FOOT IN (BACK OF DITCH) N
INCREMENTS 0 ~
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CLEARING/GRUBBING (C&G) LATH
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NO HUB NECESSARY.
0
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n
N
11.D
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INCREMENTS
CUT AT CATCH POINT
(2 .2 FEET)
DISTANCE FROM ~
TO CATCH (BACK OF
DITCH) (23 .5 FEET)
SIDE SLOPE RATIO
(3H :1V)
LINE STATIONING
HUNDRED FOOT
INCREMENTS
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CUT TO BACK OF
N
IN DITCH (2 .2 FEET)
~ DISTANCE FROM~
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0 INCREMENTS 00 SIDE SLOPE RATIO ......
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OJ :;,;;: BACK OF DITCH 0
FRONT BACK
SLOPE STAKE
0 DAYLIGHT CATCH
10 (CUT 0.0 FEET)
0
r ' &
1-FILL (0 .1 FEET) ~
0 SIDE SLOPE TO
00 A2% ROADWAY ......
"-SLOPE (50H :1V) ......
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SURVEY STAKES
DAYLIGHT (D/L) STAKE STANDARD PLAN A-10.10-00
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
Pasco Bakotich Ill 08-07-07
~ STATE DES IGN ENGINEER DATE
... Washington State Department of Transportation
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APPROVED FOR PUBLICATION
Pasco Bakotich Ill 08-07-07
STATE DESIGN ENGINEER DATE ~
... Washington State Department of Transportation
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DATESTATE DESIGN ENGINEER
Washington State Department of Transportation
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SIONAL ENGINEER31805KEN L
SMITHEXPIRES AUGUST 26, 2007
ROYE
01-23-07Ken L. Smith NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPARTMENT OF TRANS-PORTATION. A COPY MAY BE OBTAINED UPON REQUEST.
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City of Renton
Contract Provisions for
Renton Elementary and Middle School Crossings
____________________________________________________________________________
D. CONSTRUCTION IDENTIFICATION SIGN
THIS PAGE INTENTIONALLY LEFT BLANK
Renton Elementary & Middle School Crossings
LOCATION: ________________________
INFO: RENTONWA.GOV/SCHOOLXINGS
FUNDING SOURCE: FEDERAL HIGHWAY ADMINISTRATION
THIS PAGE INTENTIONALLY LEFT BLANK
City of Renton
Contract Provisions for
Renton Elementary and Middle School Crossings
____________________________________________________________________________
E. PERMITS
THIS PAGE INTENTIONALLY LEFT BLANK
NAME: __________________________________________________________________ PHONE: __________________________
STATE OF WASHINGTON CONTACTOR’S LICENSE: _____________________________________ UBI#: ______________________
CITY OF RENTON BUSINESS LICENSE: ___________________________________________________________________________
H:\CED\Data\Forms-Templates\Self-Help Handouts\Building\2019 Forms-Fillable\Electrical.pdf Updated 1/8/2020
Development Services Division
1055 S. Grady Way
Renton, WA 98057
(425) 430-7200
www.rentonwa.gov
ELECTRICAL PERMIT
APPLICATION
FOR OFFICE USE ONLY:
PERMIT NUMBER: _______________________ PROJECT NUMBER: ___________________ LAND USE NUMBER: ______________
ASSOCIATED BUILDING PERMIT NUMBER (REQUIRED): ____________________________________________________________
This number is required if your work is associated with work being done under a Building Permit. The Building Permit could belong
to someone else, but we still need the number to keep all associated permits tied together. You may need to contact the Building
Permit owner.
1. LOCATION AND VALUATION INFORMATION
JOB ADDRESS: _____________________________________________ TENANT NAME: ___________________ LOT #: _________
VALUE OF WORK: (Fair market value for time + materials) $___________________ BOEING JOB # (If applicable): ______________
DESCRIPTION OF WORK: ______________________________________________________________________________________
2. OWNER INFORMATION
PROPERTY OWNER NAME: ____________________________________________________ PHONE: __________________________________
ADDRESS: ________________________________________________________ CITY: ______________ STATE: ________ ZIP: _______________
3. CONTACT INFORMATION
CONTACT NAME: _____________________________________________________ PHONE: ______________________________
EMAIL: ______________________________________________________________ FAX: _________________________________
4. CONTRACTOR INFORMATION
DOING WORK AS OWNER/CONTRACTOR? If yes, the owner will need to fill out the Electrical Owner Affidavit Form.
Include this form with your submittal. Tenants cannot do the work without written permission from the owner.
A LICENSED CONTRACTOR WILL BE DOING THE WORK. Fill out the portion below. (Required):
This application must be filled out completely in order to be submitted for review. We will not accept incomplete applications. This
application is good for one (1) year from the submittal date. A one-time extension of one (1) year can be requested at a cost of half
the plan review fee. Once issued, the permit is good for one (1) year from issue date. A one-time extension of one (1) year can be
requested at a cost of half the permit fee. Please follow our Electronic File Standards if your permit requires plan review. This
application must be a .pdf and included in your submittal.
RESIDENTIAL ELECTRICAL PERMIT FEES Cost** Qty
Single Family /Duplex New Service up to 200 AMPs $212
Single Family /Duplex New Service over 200 AMPs $225
Service Change up to 200 AMPS $165
Service Change over 200 AMPS $175
Any New Circuits added to above Service Change $20 ea. to max $80
Addition or alteration of outlet, new circuit, sub-panel, feeder, mast repair or similar
$165
Temporary Service $165
Mobile Home $165
Re-inspection Fee $125
MULTI-FAMILY, COMMERCIAL, INDUSTRIAL PERMIT FEE ** (Based on value of permit)
$ 1.00- $ 500.00 $ 63.00
$ 500.01- $ 1,000.00 $ 47.00 + 3.5% of Value*
$ 1000.01- $ 5000.00 $ 82.00 + 3.05% of Value *
$ 5000.01- $ 50,000 $ 234.00 + 1.8% of Value*
$ 50,000.01- $ 250,000 $ 1,127.00 + 1.05% of Value*
$ 250,000.01 $ 1,000,000 $ 3,752.00 +0.85% of Value*
$ 1000000.01 $ And up +12,152.00 + 0.47% of Value*
LOW VOLTAGE Less than 50 volts shall be 50% of commercial/multi-family fee calculation based on value. (Min
$165.00)**
PLAN REVIEW FEE: When required, shall be 40% of the standard fee **
PLAN REVIEW REQUIRED: Services greater than 400 AMPS, Hospitals, Schools, Institutions, Nursing Homes, Assisted
Living Facilities, Commercial Generators and work in hazardous locations.
*Value of Work: Fair market value for time and material.
** +Add an Additional 5% Technology Surcharge to Calculated Fee
Re-Inspection Fees $ 125
Temporary Power $ 165
Job Trailers $ 165
Signs $ 165 Ea.
I certify that the information on this application furnished by me is true and correct and that the applicable requirements of the City of Renton will be met. I
understand that this application is valid for one year from the application date. If a permit is not issued during this time period, the application will become void.
This application does not constitute a permit to work. Work is not to commence until the building permit is posted on premises where work is to be performed.
Certification is hereby rendered that no work is to be done except as described, and that all work shall conform to applicable codes. Work in public rights-of-way
and/or utility easements are not authorized under this application. Any work done without the benefit of having a building permit issued is subject double the
permit fee. Fees to be paid at permit intake.
APPLICANT SIGNATURE______________________________________________________DATE__________________________
APPLICANT NAME PRINTED__________________________________________________________________________________
WITHOUT a service change
ELECTRICAL PLAN REVIEW
REQUIREMENTS
Development Services Division
1055 S. Grady Way
Renton, WA 98057
(425) 430-7200
www.rentonwa.gov
Plan review required for: Service over 400 Amps, Hospitals, Schools, Institutions, Nursing Homes, Assisted
Living Facilities, when Replacing 50% or more of lighƟng luminaries, and in hazardous locaƟons per article
500 NEC.
ITEMS REQUIRED FOR ELECTRICAL PLAN REVIEW SUBMITTAL
1. Completed Electrical Permit Application with description of the full scope and nature of electrical
installation. Provide name, phone number and email address for contact person for electrical plan review
questions. Call the Building Department to make an intake appointment. 425 430-7200 x1
2. Electronic copy of the plans on a USB flash drive according to Renton Electronic File Standards.
3. Indicate building use (or portion of) per WAC 296-46B-900-(1). Include the basis for designation of any
special occupancy or classified location (s).
4. Electrical Engineer’s stamp and signature shall be on all Educational Facilities, Hospitals, and Nursing
Homes; all services or feeders rated 1,600 amperes or larger; all installations identified in the National
Electrical Code requiring engineering supervision.
5. Symbol legends.
6. Circuit connecting lines with home runs shown for all equipment, lighting, and receptacle symbols.
7. One-line riser diagram; including available fault current; available Interrupt Current (AIC) ratings of
switchboards and/or panel boards, and equipment bracing. Riser diagrams and load calculations must be
complete to the point of connection between the facilities of the serving utility and the premises wiring.
Identify all service and feeder conductors, including conductor size, material, insulation, and overcurrent
protection, conduit size, number, and type. Show transformer primary/secondary voltage and KVA size.
8. Provide panel and switchboard schedules showing overcurrent protection, conductor size, insulation,
type, and branch circuit loads.
9. Provide load calculations for all panel boards and other distribution equipment affected by the
electrical work being done. Include total connected load, demand factors, and calculated loads.
10. Verify the street address (inspection address) for this project.
11. Floor plan views including lighting schedule and energy code switching requirements (occupancy
sensors, daylighting, automatic shut off controls, photo-sensors) of electrical installation or alteration.
12. Adequate capacity and rating shall be indicated when existing service feeder has additional loads
added.
13. Indicate if service or feeder is to be altered or installed.
All new services shall be underground except for existing residential dwellings. Underground service will be
required on any dwelling moved to a new location. This application does not constitute a permit to work.
Work is not to commence until electrical permit is posted on premises where work is to be performed.
Certification is hereby rendered that no work is to be done except as described, and that all work shall
conform to the applicable codes. Work in public rights-of-way and/or utility easements are not authorized
under this application.
GROUNDING ELECTRODE SYSTEM
Concrete-Encased Electrode: An electrode encased by at least two (2) inches of concrete, located within and
near the bottom of a concrete footing that is in direct contact with the earth, consisting of at least 20 feet, #4
bare copper, sized in accordance with Table 250-66, 2008 NEC, shall be installed in all new residential and
commercial construction.
CONCRETE ENCASED ELECTRODES SHALL BE INSTALLED IN ALL NEW RESIDENTIAL AND COMMERCIAL
CONSTRUCTION INSTALLATIONS.
Alternative Approved Method:
An electrode consisting of 20 feet, #4 rebar (not less than ½ inch in diameter meeting the requirements of
NEC 250.52) encased by at least 2 inches of concrete, located within and near the bottom of a concrete
footing that is in direct contact with the earth. Sections of reinforcing bar are permitted to be tied together
to make up the 20 foot length. Electrode splices shall overlap a minimum of 3 feet and be tied together at a
minimum of 6 inches on center.
The electrode shall be stubbed up vertically a minimum of 1 foot above the top of the foundation wall
adjacent to the service location. Service stubs shall be identified with orange fluorescent paint. Connection
from the vertical section of the electrode to the service ground shall be made with a direct burial clamp to a
minimum of a #4 copper conductor and made accessible.
The grounding electrode system inspection will be conducted with the footing inspection prior to
placement of concrete.
City of Renton
Contract Provisions for
Renton Elementary and Middle School Crossings
____________________________________________________________________________
(ADDENDUM NO. 3)
APPENDIX F. PSE UNDERGROUND COMMERCIAL SERVICE CONNECTION DRAWING
THIS PAGE INTENTIONALLY LEFT BLANK
150914331425EDMONDS AVE NECUSTOMER OWNED, INSTALLED& MAINTAINED 1-RUN #2 CU SVCHIG15ROW60'318730-16660737.5 kVA 120/240V (A)CUSTOMER PROVIDED 4' X 4' WORK PITW/ 2.34 CUBIC YARD OF SOIL DISPLACEMENTAØ-42470AØ-424801425SITE PLANNVicinity Map47.505326, -122.185506Owner / Developer Contact InfoofficeATTN:CITY OF RENTON1055 S GRADY WAYRENTON, WA 98057FLORA LEE425-430-7303OVERHEAD CIRCUIT MAPSCALE: 6" = 1 MILEARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSIONSTRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)EROSION & SEDIMENT CONTROL REQUIREMENTSNOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROLEROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE& ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.FOREMAN (CHECK BOX WHEN COMPLETED)PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.Grid, Cable, and Switch numbers INSTALLED & VERIFIED.Field Changes RED-LINED on As-built.Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.Foreman's Signature _______________________________________________Print Name ___________________________________ Date ______________Material VERIFIED and CHANGES noted on Paperwork.Total PRIMARY Cable noted on As-built.Company ID#'s RECORDED in correct location on As-built.Deviations noted on the As-built and their reason.I certify that the work performed meets PSE's standards and procedures and that all quality requirements are met.CIRCUIT LOADING TABLEAS OFEXIST. PEAK LOADEST. NEW LOADTOTALCIRCUIT:A PHASE B PHASE C PHASEHIG-1506/2020177.00 162.00 123.000.45 0.00 0.00177.45 162.00 123.00GASPHONECABLE TV594138588N/AN/A N/APROJECT PHASEPWRNOTIF# ORDER#SuperiorUG Misc.1Ø 200A MeterDistributionHP Svc/MSASCALE: 1" = 100'UNDERGROUND CIRCUIT MAPPOWER GENERAL NOTES - COMMERCIAL PROJECT8.EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction andrestoration per this sketch and per PSE standards. A minimum protective cover of 36" is required overPSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customerwill provide any and all shoring or they will side slope the trench to 1:1.All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation fromthis work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy.All switching arrangements and/or outage arrangements are to be made with the Project Manager at leastthree (3) working days in advance.Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencingwork to get the underground facilities located.STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk,etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager.SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or constructionmaterials which would restrict construction and/or equipment access, before work can begin.Roads shall be paved or have a compacted , crushed rock base in place.CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet fromcombustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guardposts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water,storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them.All work is to be done in accordance with local municipal and county permit requirements as applicable.Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduitsand crossings from the individual unit's meter base to the designated connection point.Inclement weather conditions may cause delays in construction times and dates.1.2.3.4.5.6.7.9.11.10.PSENoNoNoYesYesYesNoYesDeveloper"Flagging Required""Outages Required""Locates Required"E-Mail:Cell Phone:Project Manager Contact Information:Manager:TIN NGUYEN253-244-4303TIN.NGUYEN@PSE.COMSCALE: 1" = 20'104328836 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL 811 TWO BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)UTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer Sect Gas Wk Ctr POWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENT MAOPGas Order Elect OrderSCALE PAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATE DESCRIPTIONBYCONTACT PHONE NO DATEOH CKT MAP CIRCUIT NOUG CKT MAPTIN NGUYEN 253-244-4303 9/9/20AN DEREMIAH 206-247-1049 9/9/20N/A N/A N/AAN DEREMIAH 206-247-1049 9/9/20RW-119709 RENTONRENTON ES & MS CROSSINGSEC L/E, SET 1Ø HH & CONNECT COMM'L SVC 1430 EDMONDS AVE NE # RSC, RENTON, WA 98057N/A N/AN/A 104328836AS NOTED 1/1KING N/A N/A CSPSKEPMSE 5-23N-05E N/A N/A2305E020 2305E040 2305E020 HIG-15N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AService Stubs104328836N/AN/A510113177N/AJOB SITEJOB SITESITE SPECIFIC NOTESV01 GRID NUMBER 318730-166607 (EXISTING):-EXISTING VAULT & TRF TO REMAIN-PARK ELBOW AØ-42470 WHILE WORK IS BEING DONE-DISCONNECT EXISTING SVCS-REMOVE EXISTING SEC CONNECTOR BARS-INSTALL (3) 8-POS #6-350 kCMIL CONNECTOR BARS (MID: 4842002)-RECONNECT EXISTING SVCS-CONNECT 1-RUN CUSTOMER OWNED, INSTALLED & MAINTAINED #2 CU SVCM01 (NEW METER):-PSE METER DEPARTMENT TO INSTALL 1Ø 120/240V 200A METER-CUSTOMER IS REQUIRED TO SUPPLY & INSTALL PHENOLIC ADDRESS LABEL PRIOR TO SERVICECONNECTION "1430 EDMONDS AVE NE #RSC"PROJECT SCOPECONNECT COMMERCIAL SERVICE AT V01 & SET 200A METER509971203 3000926362509262425CIRCUIT FEET ADDED: SQ. FOOTAGE:PANEL SIZE:HEAT TYPE:EST. DEMAND:LRC:% V. DROP:% FLICKER:0'NA200ANA3.4kW65A1.5%1.0%CUSTOMER DEVELOPMENT NOTESA PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR PROJECT MANAGER PRIOR TOSTARTING ANY SITE WORK.CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION &RESTORATION PER PUGET SOUND ENERGY STANDARDS & LOCAL MUNICIPALITY.**DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL**CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING:CROSSING/BORING.-OPEN TRENCH OR BORING FOR CROSSINGS ARE ALLOWED PER LOCAL MUNICIPALITYPERMIT REQUIREMENTS.-CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TOCONSTRUCTION.-PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTION WORK IN RIGHT OF WAY.-EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT OF WAY.TRENCHING & WORK PITS.-PROVIDE A 4' X 4' WORK PIT AT V01 W/ 2.34 CUBIC YARD OF SOIL DISPLACEMENT.JOB SITE READINESS.-JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO CONSTRUCTION DATE.-ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL MUNICIPALITY.-ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BECOMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE.-REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS,VAULTS & TRENCH AT ALL TIMES.-REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TOCOMPLETE BACKFILLING.-IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED.-PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT.-IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILLSET-UP AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION ORINSTALLATION BEGINS .010 20 40JOB SITE253-204-199011/16/20JJason Feller