HomeMy WebLinkAboutEllison Earthworks - North 20th Ave Pedestrian Hybrid Beacon (HLA Project No. 21102) (Project No. 21-293)
CITY OF PASCO
NORTH 20TH AVENUE PEDESTRIAN
HYBRID BEACON
HLA PROJECT NO. 21102
CITY OF PASCO PROJECT NO. 21-293
OCTOBER 2021
CITY OF PASCO
FRANKLIN COUNTY, WASHINGTON
CONTRACT DOCUMENTS
FOR
NORTH 20TH AVENUE PEDESTRIAN HYBRID BEACON
HLA PROJECT NO. 21102
CITY OF PASCO PROJECT NO. 21-293
TABLE OF CONTENTS PAGE NO.
SECTION 1 - ADVERTISEMENT FOR BIDS ............................................................................................ 1-1
INVITATION TO BID .............................................................................................................................. 1-2
SECTION 2 - INFORMATION FOR BIDDERS .......................................................................................... 2-1
INFORMATION FOR BIDDERS ............................................................................................................ 2-2
SECTION 3 - BID PACKAGE..................................................................................................................... 3-1
BIDDER'S CHECKLIST ......................................................................................................................... 3-2
BID PROPOSAL .................................................................................................................................... 3-3
UNIT PRICE BID PROPOSAL .............................................................................................................. 3-4
BID PROPOSAL SIGNATURE PAGE ................................................................................................... 3-5
BID DEPOSIT ........................................................................................................................................ 3-6
BID BOND ............................................................................................................................................. 3-6
NON-COLLUSION AFFIDAVIT ............................................................................................................. 3-7
SURETY ................................................................................................................................................ 3-8
LIST OF REFERENCES........................................................................................................................ 3-9
CERTIFICATION OF COMPLIANCE WITH WAGE PAYMENT STATUTES ..................................... 3-10
SUPPLEMENTAL BIDDER RESPONSIBILITY CRITERIA STATEMENT .......................................... 3-11
SECTION 4 - CONTRACT AND RELATED MATERIALS ......................................................................... 4-1
CONTRACT ........................................................................................................................................... 4-2
CERTIFICATIONS ................................................................................................................................. 4-3
CONTRACT BOND ............................................................................................................................... 4-4
SCHEDULE OF WORKING HOURS .................................................................................................... 4-6
SECTION 5 - LABOR STANDARDS AND WAGE RATE CONDITIONS .................................................. 5-1
PREVAILING WAGE RATES ................................................................................................................ 5-2
DLI (FRANKLIN COUNTY) EFFECTIVE 10/26/2021 ............................................................................ 5-3
BENEFIT CODE KEY EFFECTIVE 09/01/2021 .................................................................................... 5-3
DLI SUPPLEMENTAL TO WAGE RATES EFFECTIVE 09/01/2021 .................................................... 5-3
SECTION 6 - TECHNICAL SPECIFICATIONS ......................................................................................... 6-1
TABLE OF CONTENTS ......................................................................................................................... 6-2
SPECIAL PROVISIONS ........................................................................................................................ 6-3
APPENDIX A – WSDOT STANDARD PLANS
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SECTION 1 - ADVERTISEMENT FOR BIDS
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INVITATION TO BID
NORTH 20TH AVENUE PEDESTRIAN HYBRID BEACON
HLA Project # 21102
City of Pasco Project No. 21-293
The City of Pasco, Washington is inviting and requesting bid proposals for the NORTH 20TH AVENUE
PEDESTRIAN HYBRID BEACON project. This project involves construction of a pedestrian hybrid beacon
(PHB) on North 20th Avenue in the vicinity of Columbia Basin College to improve pedestrian safety.
This contract has fifteen (15) working days to complete the work.
Bidders may obtain bid documents, including plans and specifications, at the City of Pasco’s Plan Room,
beginning Friday, October 8, 2021. Bidders may obtain digital files at no cost. Printed documents are
available, at bidders’ expense, by choosing the “Order” option.
In an effort to provide proper social distancing to Contractors and City Staff, the City of Pasco is
providing an option to submit bids for the project through an online bidding process. The bidding
may be done through City of Pasco’s Plan Room secure n etwork/platform:
https://www.cityofpascoplanroom.com/jobs/public.
Bids shall be submitted electronically via City of Pasco’s Plan Room and shall be accepted up to the hour
of 2:00 p.m. on Tuesday, October 26, 2021. The Contractor will not be charged a fee to submit a bid.
Bids will be publicly opened and read aloud , in the council at the subsequent time of 2:00 p.m. on
Tuesday, October 26, 2021. Additionally, the City will hold the Bid Opening via Microsoft Teams. The link
can be found under the project at www.cityofpascoplanroom.com/jobs/public OR, via telephone, United
States +1 (323) 676-6197, Phone Conference ID: 494-106-016#.
All bids must be accompanied by a “Good Faith Token” in the form of a Certified Check, Cashier’s Check
or Bid Bond in the amount of not less than 5 percent (5%) of the total bid.
Bids will only be accepted from Contractors who are eligible to perform services as governed by
PMC 14.15 and who are listed on Abadan’s City of Pasco Plan Room Plan Holders list. Upon award,
Contractor (and subcontractors) shall have a current City of Pasco Business Licens e.
Technical questions regarding the scope of this project should be put in writing up until 72 -hours prior to
bid opening and directed to Ben Annen, HLA Engineering & Land Surveying, Inc., 2803 River Road,
Yakima, WA 98902, Email: bannen@hlacivil.com.
The City of Pasco, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat.
252,42 U.S.C. 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that will affirmatively
ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises
will be afforded full and fair opportunity to submit bids in response to this invitation and will not be
discriminated against on the grounds of race, color, or national origin in consideration for an award.
Projects funded wholly or in part by Federal appropriations must comply with Code of Federal Regulations;
24 CFR 570.502, 24 CFR 85.36, 2 CFR 200. All federally -funded projects will be held to federal Equal
Employment Opportunity (EEO) requirements. The City of Pasco is an equal opportunity and affirmative
action employer. Small, minority, and women-owned businesses are encouraged to submit bids. The City
of Pasco in accordance with Section 504 of the Rehabilitation Act and the Americans with D isabilities Act
(ADA), commits to nondiscrimination on the basis of disability, in all of its programs and activities. This
material can be made available in an alternate format by e-mailing Dustin Wittman at wittmand@pasco-
wa.gov or calling (509) 545-3447.
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The City reserves the right to reject any and all bids and to waive technicalities or irregularities, and after
careful consideration of all bids and factors involved make the award to best serve the interests of the City
of Pasco.
DATED: October 6, 2021
PUBLISH: October 8, 2021
October 15, 2021
________________________________________
Maria L. Serra, P.E. – CIP Manager
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SECTION 2 - INFORMATION FOR BIDDERS
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INFORMATION FOR BIDDERS
STANDARD SPECIFICATIONS
The Standard Specifications for the municipal Public Works Construction, as prepared by the Washington
Department of Transportation 2021 Standard Specifications for Road, Bridge, and Municipal Construction
hereinafter referred to as “Standard Specifications,” hereby references are made a part of this contract as
amended by the WSDOT and the APWA general special provisions as indicated and supplemented by the
“Special Provisions.” Copies of the Standard Specifications are a vailable for review and inspection at the
office of the Engineer. Copies of the Standard Specifications may be purchased from:
Washington State Department of Transportation (WSDOT)
Engineering Publications
Post Office Box 47408
Olympia, WA. 98504-7408
Any reference to the 20XX Standard Specifications for Road, Bridge and Municipal Construction shall read
2021 Standard Specifications for Road, Bridge and Municipal Construction.
EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE
Bidders should carefully examine the Contract Documents and work site to fully acquaint themselves with
all the conditions and matters, which can in any way affect the work or the cost thereof. Any explanation
regarding the meaning or interpretation of the Contract Docu ments must be requested in writing, with
sufficient allowance of time for receipt of reply before the time of the bid opening. Any such explanations
or interpretations shall be made in the form of addenda to the documents and shall be furnished to all
bidders, who shall submit all addenda with their bids. Oral explanations and interpretations made prior to
the bid opening shall not be binding.
QUALIFICATION OF BIDDERS
All bidders must be qualified in accordance with Pasco Municipal Code (PMC) Chapter 14.15 'Qualification
for Public Works Construction' as well as meet the mandatory bidder responsibility criteria in RCW
39.04.350(1). The City reserves the right to reject any bid of such bidder who is not eligible to perform
services as governed by PMC 14.15, who has not met the mandatory bidder responsibility criteria from
RCW 39.04.350(1), or who has not downloaded the Bid Documents from www.cityofpascoplanroom.com.
WATER
If City water is used for any work related to this project, a Fire Hydrant Meter and Gate Valve will be
furnished by the City of Pasco to be used specifically for this project. The Contractor shall be charged an
$800 return deposit plus a $50 non- refundable handling and processing fee for the meter and valve. The
City will charge the Contractor for any water used in the construction of the project. Any water used for this
project shall be considered incidental to construction and will be paid per WSDOT Standard Specification
2-07.5. The Contractor shall not operate the hydrant as a gate valve, nor shall the Contractor be allowed
to operate any other City owned valve. The Contractor shall provide the necessary back flow prevention
device when connecting to the water service. The Fire Hydrant Meter requirements and the Fire Hydrant
Meter Application are available at the Customer Service Window and the Engineering Department.
Fire Hydrant Meters shall be read daily and submitted to the City Engineer weekl y. There shall be no
specific measurement and payment for the use of water. All payments necessary to meet the requirements
of this provision shall be considered incidental to the work and included in the Contract price.
SUBMISSION OF BID PROPOSAL
The City of Pasco (herein called the City and/or Owner) invites Bidders (herein called the Contractor) to
submit bids on the proposal forms (Sec. 1-02.13) (bid package) to be provided to those Bidders in
accordance with PMC 14.15 (Sec. 1-02.1).
The City of Pasco will conduct the bidding of this project through an online bidding process. The bidding
will be done through a Plan Center Service, via www.cityofpascoplanroom.com/jobs/public, a secure online
bidding platform.
Bids shall be electronically submitted via the City of Pasco’s secure Plan Room.
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Any questions regarding bidding assistance or access/functionality shall be directed to Dustin Wittman at
the City of Pasco at 509-545-3447 or wittmand@pasco-wa.gov.
The proposal forms to be completed for the bid package include:
• Bid Proposal
• Unit Price Bid Proposal
• Bid Proposal Signature Page
• Bid Deposit OR Bid Bond
• Non-Collusion Affidavit
• Surety
• List of References
• Certification of Compliance with Wage Payment Statutes,
• Supplemental Bidder Responsibility Criteria Statement
All bid prices shall be completed either in ink or be typewritten and shall contain the appropriate amounts
in figures (Sec. 1-02.6). For electronic bidders, a scanned copy of these completed proposal forms
(Bid Package) shall be uploaded as part of the Bid via City of Pasco’s Plan Room.
It is the Bidder’s responsibility to verify that the information entered in the Bid Proposal accurately reflects
the Contractor’s Bid.
Bid Bonds must be submitted via hard copy to the City Clerk’s Office at Pasco City Hall prior to the Bid
submittal deadline. Per the following instructions:
A. A Bid Bond for this project shall be submitted in a sealed envelope, either in person or mailed to
the Pasco City Clerk at City Hall, 525 N. 3rd Ave, Pasco, WA 99301. Bonds will be accepted up
until the hour of 2:00 p.m. on Tuesday, October 26, 2021. The sealed envelope must reference
the project.
B. If the Bidder is dropping off their Bid Bond in person, they shall drop off their bid at the City
Clerk’s Office, located on the First Floor of Pasco City Hall, 525 N. 3rd Ave, Pasco, WA 99301.
C. Do not submit your Bid Proposal in a sealed Bid Bond envelope unless you are delivering a full
hard copy bid package. The Online/Electronic Bidding for this project shall be completed at
www.cityofpascoplanroom.com. The City will open the Bid Bond alongside Bids at the time of bid
opening.
Bid Security shall be in the form of a certified check, cashier’s check, bid bond, or money order made
payable to the ‘City of Pasco’ in the amount of equal to at least five percent (5%) o f the total amount of the
bid. Security deposited by an unsuccessful bidder will be returned as soon as practicable after the bid
opening.
For Online Bidding, failure to submit a completed scanned copy of the proposal forms and/or delivery of the
originally signed required bid documents may be cause for rejection of the bid.
Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized postponement
thereof (Sec. 1-02.10). Any bid received after the time and date specified shall not be considered (Sec. 1-
02.9). No bidder may withdraw a bid within sixty (60) days after the actual date of the opening thereof (Sec.
1-03.2).
Bids will be accepted from Contractors who are eligible to perform services as governed by PMC 14.15,
who meet the minimum qualifications of RCW 39.04.350(1), and who obtained original bid documents from
www.cityofpascoplanroom.com.
SCHEDULE OF EVENTS
Once the lowest responsible bidder has been determined and the City Council has authorized award of the
Contract, the City will mail or otherwise transmit to the Contractor the necessary Contract Documents for
execution. The Contractor will have a maximum of ten (10) calendar days from the date of award in which
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to complete and return the Contract Documents along with the Performance Bond and Certificate of
Insurance (Sec. 1-03.3). Once all the contract documents have been returned, a Pre-Construction
Conference will be held and the Notice to Proceed will be issued (Sec. 1-08.4).
AWARD OF CONTRACT
The award of the contract is contingent upon approval by the Pasco City Council. It is the intent of the City
to award a contract to the lowest responsive, responsible bidder provided the bid has been submitted in
accordance with the requirements of the bidding documents and does not exceed the funds available.
The City reserves the right to (Sec 1-03.1):
• Waive any informality in bids received when such waiver is in the best interest of the City.
• Accept Alternates in any order or combination, unless otherwise specifically provided in the bidding
documents, and to determine the low bidder on the basis of the sum of the Base Bid and the
Alternates accepted.
• Reject any and all bids.
• Republish the invitation for bids.
PREVAILING WAGE REQUIREMENTS
Because this is a Public Works contract, the Contractor and all sub-contractors must follow the State’s
Prevailing Wage requirements. The Contractor must submit the Intent and Affidavit forms, approved by the
Department of Labor and Industries. Intent forms must be filed prior to the start of work, if possible.
Affidavits are filed after completion of the work. The City may not make any payments where the Contractor
and all sub-contractors have not submitted the approved Intent form; nor may not release retainage until
the Contractor and all sub-contractors have submitted the approved Affidavit forms.
The City requests that certified payroll for the Contractor and all sub -contractors be provided on a weekly
basis.
BID OPENING PROCEDURE
Bids received prior to the bid submission deadline through the City of Pasco Plan Room be publicly opened
and read aloud shortly after the 2:00pm deadline, in the Pasco City Council Chambers, located on the first
floor of Pasco City Hall.
Additionally, the Bid Opening will be available via a public webinar option. To join the public webinar,
please join the webinar meeting from your computer, tablet or smartphone using the information belo w:
Microsoft Teams meeting
Join on your computer or mobile app
Click here to join the meeting
Or call in (audio only)
+1 323-676-6197,,494106016# United States, Los Angeles
Phone Conference ID: 494 106 016#
Find a local number | Reset PIN
Learn More | Meeting options
Attendees will be given an opportunity to ask questions towards the end of the bid opening, whether they
are attending in-person or via the public webinar.
BID SCHEDULES
The proposal contains two bid schedules. The determination of the low bid is based on the total of Schedule
A. If Additive Schedule B is considered for award, it will be added to Schedule A, and the lowest bidder will
be determined based on the total of all schedules.
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SECTION 3 - BID PACKAGE
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BIDDER'S CHECKLIST
All forms listed below must be fully executed and submitted with the Bid:
1) BID PROPOSAL
2) UNIT PRICE BID PROPOSAL
3) BID DEPOSIT or BID BOND
BID DEPOSIT - Sign the Bid Deposit in the space provided if the bid is accompanied by a
certified check or cashier’s check in the amount of not less than 5% of the total amount bid.
OR
BID BOND - Bid Bonds must be submitted via hard copy to the City Clerk’s Office at Pasc o
City Hall prior to the Bid submittal deadline. This form is to be executed by the bidder and
Surety Company. The amount of this bond shall be not less than 5% of the total amount
bid and may be shown in dollars or on a percentage basis. Provide Power of Attorney for
Surety's agent.
4) NON-COLLUSION AFFIDAVIT - Must be subscribed and sworn to before a Notary Public.
5) SURETY
6) LIST OF REFERENCES
7) CERTIFICATION OF COMPLIANCE WITH WAGE PAYMENT STATUTES
The following form must be fully executed and shall be submitted in a sealed envelope, either in person or
mailed to the Pasco City Clerk at City Hall, 525 N. 3rd Ave, Pasco, WA 99301 by 12:00 P.M. (noon) of the
second day following the bid submittal deadline.
1) SUPPLEMENTAL BIDDER RESPONSIBILITY CRITERIA STATEMENT - Provide supporting
documentation as required.
The following forms are to be executed and/or submitted for approval to the Engineer after the Contract is
awarded:
1) CONTRACT - To be executed by the successful bidder and the City of Pasco.
2) CERTIFICATIONS
3) CONTRACT BOND - To be executed by the successful bidder and his Surety Company. Provide
Power of Attorney.
4) SCHEDULE OF WORKING HOURS
5) CERTIFICATE OF PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE must be provided
by the successful bidder in accordance with the provisions of the Standard Specifications and
Technical Specifications.
6) STATEMENT OF INTENT TO PAY PREVAILING WAGES to be completed by successful bidder
and by any and all subcontractors.
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SECTION 4 - CONTRACT AND RELATED MATERIALS
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SECTION 5 - LABOR STANDARDS AND
WAGE RATE CONDITIONS
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PREVAILING WAGE RATES
The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance
of any part of this Contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended.
The rules and regulations of the Department of Labor and Industries and the schedule of prevailing wage
rates for the locality or localities where this Contract will be performed as determined by the Industrial
Statistician of the Washington State Department of Labor and Industries, are by reference made a part of
this Contract. A schedule of prevailing wage rates is included in these Specifications.
Inasmuch as the CONTRACTOR will be held responsible for paying this schedule of wages, it is imperative
that all contractors and subcontractors familiarize themselves with the current wage rates before submitting
bids based on these Specifications.
Before any payment is made by the local government body of any sums due under this Contract, the local
government body must receive from the Contractor and each subcontractor a copy of the “Statement of
Intent to Pay Prevailing Wages” approved by the Washington State Department of Labor and Industries.
Prior to acceptance of the project, the Contracting Agency must receive from the Contractor and each
subcontractor a copy of “Affidavit of Wages Paid” and, in addition, from the prime contractor a copy of
“Release for the Protection of Property Owners and General Contractor,” all approved by the Washington
State Department of Labor and Industries. Forms may be obtained from the Department of Labor and
Industries. The Contractor and each subcontractor shall pay all fees associated with and make all
applications directly to the Department of Labor and Indus tries. These affidavits will be required before any
funds retained, according to the provisions of RCW 60.28.010, are released to the Contractor. Payment by
the Contractor and subcontractor of any fees shall be considered incidental to the construction and all costs
shall be included in other pay items of the project.
Pursuant to RCW 39.12.120, a contractor, subcontractor, or employer shall file a copy of its certified payroll
records using the Washington State Department of Labor and Industries (L&I) online system at least once
per month. If the L&I online system is not used, a contractor, subcontractor, or employer shall file a copy
of its certified payroll records directly with L&I in a format approved by L&I at least once per month. A
contractor, subcontractor, or employer's noncompliance with this reporting constitutes a violation of RCW
39.12.050.
Submission of certified payrolls to the Engineer is not required during the project, unless specifically
requested by the Engineer or Owner. Certified payrolls submitted to the Engineer or Owner without a
request will not be reviewed and will be returned to the Contractor. Contractors must keep accurate payroll
records for three years following the date of acceptance of th e project by the Contracting Agency. Payroll
records must show the name, address, Social Security number, trade or occupation, straight time rate,
hourly rate of usual benefits and overtime hours worked each day and week, including agreements to work
up to 10-hour days, and the actual rate of wages. Upon receiving a written request by any interested party,
the Contractor must, within ten days, submit Certified Payroll records to the Contracting Agency and the
Department of Labor.
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State of Washington
Department of Labor & Industries
Prevailing Wage Section - Telephone 360-902-5335
PO Box 44540, Olympia, WA 98504-4540
Washington State Prevailing Wage
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe
benefits. On public works projects, worker's wage and benefit rates must add to not less than this
total. A brief description of overtime calculation requirements are provided on the Benefit Code
Key.
Journey Level Prevailing Wage Rates for the Effective Date: 10/26/2021
County Trade Job Classification Wage Holiday Overtime Note *Risk
Class
Franklin Asbestos Abatement Workers Journey Level $44.04 5D 1H View
Franklin Boilermakers Journey Level $70.79 5N 1C View
Franklin Brick Mason Journey Level $53.34 5A 1M View
Franklin Building Service Employees Janitor $13.69 1 View
Franklin Building Service Employees Shampooer $13.69 1 View
Franklin Building Service Employees Waxer $13.69 1 View
Franklin Building Service Employees Window Cleaner $13.69 1 View
Franklin Cabinet Makers (In Shop)Journey Level $13.69 1 View
Franklin Carpenters Acoustical Worker $51.25 7E 4X 8N View
Franklin Carpenters Bridge, Dock & Wharf
Carpenter
$52.25 7E 4X 8N View
Franklin Carpenters Floor Layer & Floor Finisher $51.25 7E 4X 8N View
Franklin Carpenters Form Builder $51.25 7E 4X 8N View
Franklin Carpenters General Carpenter $51.25 7E 4X 8N View
Franklin Carpenters Heavy Construction Carpenter $56.71 7E 4X 9E View
Franklin Carpenters Scaffold/Shoring Erecting &
Dismantling
$56.71 7E 4X 8N View
Franklin Cement Masons Journey Level $46.83 7B 1N View
Franklin Divers & Tenders Assistant Tender $59.01 7E 4X View
Franklin Divers & Tenders Dive Supervisors $109.30 7E 4X View
Franklin Divers & Tenders Diver $107.80 7E 4X 8V View
Franklin Divers & Tenders Diver on Standby $62.82 7E 4X View
Franklin Divers & Tenders Diver Tender $61.82 7E 4X View
Franklin Divers & Tenders Diving Master $73.32 7E 4X View
Franklin Divers & Tenders Manifold Operator $61.82 7E 4X View
Franklin Divers & Tenders Manifold Operator Mixed Gas $65.82 7E 4X View
Franklin Divers & Tenders Remote Operated Vehicle
Operator
$61.82 7E 4X View
Franklin Divers & Tenders Remote Operated Vehicle
Tender/Technician
$59.01 7E 4X View
Franklin Divers & Tenders Surface RCV & ROV Operator $61.82 7E 4X View
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Franklin Dredge Workers Assistant Engineer $73.62 5D 3F View
Franklin Dredge Workers Assistant Mate (Deckhand)$73.05 5D 3F View
Franklin Dredge Workers Boatmen $73.62 5D 3F View
Franklin Dredge Workers Engineer Welder $75.03 5D 3F View
Franklin Dredge Workers Leverman, Hydraulic $76.53 5D 3F View
Franklin Dredge Workers Mates $73.62 5D 3F View
Franklin Dredge Workers Oiler $73.05 5D 3F View
Franklin Drywall Applicator Journey Level $51.25 7E 4X 8N View
Franklin Drywall Tapers Journey Level $46.18 7E 1P View
Franklin Electrical Fixture Maintenance
Workers
Journey Level $13.69 1 View
Franklin Electricians - Inside Cable Splicer $76.01 5A 1E View
Franklin Electricians - Inside Journey Level $73.42 5A 1E View
Franklin Electricians - Inside Welder $78.60 5A 1E View
Franklin Electricians - Motor Shop Craftsman $15.37 1 View
Franklin Electricians - Motor Shop Journey Level $14.69 1 View
Franklin Electricians - Powerline
Construction
Cable Splicer $82.39 5A 4D View
Franklin Electricians - Powerline
Construction
Certified Line Welder $75.64 5A 4D View
Franklin Electricians - Powerline
Construction
Groundperson $49.17 5A 4D View
Franklin Electricians - Powerline
Construction
Heavy Line Equipment
Operator
$75.64 5A 4D View
Franklin Electricians - Powerline
Construction
Journey Level Lineperson $75.64 5A 4D View
Franklin Electricians - Powerline
Construction
Line Equipment Operator $64.54 5A 4D View
Franklin Electricians - Powerline
Construction
Meter Installer $49.17 5A 4D 8W View
Franklin Electricians - Powerline
Construction
Pole Sprayer $75.64 5A 4D View
Franklin Electricians - Powerline
Construction
Powderperson $56.49 5A 4D View
Franklin Electronic Technicians Journey Level $46.20 5I 1B View
Franklin Elevator Constructors Mechanic $100.51 7D 4A View
Franklin Elevator Constructors Mechanic In Charge $108.53 7D 4A View
Franklin Fabricated Precast Concrete
Products
Journey Level $13.69 1 View
Franklin Fabricated Precast Concrete
Products
Journey Level - In-Factory
Work Only
$13.69 1 View
Franklin Fence Erectors Fence Erector $44.04 7B 1M 8Z View
Franklin Fence Erectors Fence Erector $44.04 7B 1M 8Z View
Franklin Flaggers Journey Level $41.94 7B 1M 8Z View
Franklin Glaziers Journey Level $35.56 7L 4L View
Franklin Heat & Frost Insulators And
Asbestos Workers
Journey Level $55.24 5K 1U View
Franklin Heating Equipment Mechanics Journey Level $68.81 5A 1X View
Franklin Hod Carriers & Mason Tenders Journey Level $44.89 7B 1M 8Z View
Franklin Industrial Power Vacuum Journey Level $13.69 1 View
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Cleaner
Franklin Inland Boatmen Journey Level $13.69 1 View
Franklin Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Cleaner Operator, Foamer
Operator
$13.69 1 View
Franklin Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Grout Truck Operator $13.69 1 View
Franklin Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Head Operator $13.69 1 View
Franklin Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Technician $13.69 1 View
Franklin Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Tv Truck Operator $13.69 1 View
Franklin Insulation Applicators Journey Level $51.25 7E 4X 8N View
Franklin Ironworkers Journeyman $65.91 7N 1O View
Franklin Laborers Air And Hydraulic Track Drill $44.58 7B 1M 8Z View
Franklin Laborers Asphalt Raker $44.58 7B 1M 8Z View
Franklin Laborers Asphalt Roller, Walking $44.31 7B 1M 8Z View
Franklin Laborers Brick Pavers $44.04 7B 1M 8Z View
Franklin Laborers Brush Hog Feeder $44.04 7B 1M 8Z View
Franklin Laborers Brush Machine $44.58 7B 1M 8Z View
Franklin Laborers Caisson Worker, Free AIr $44.58 7B 1M 8Z View
Franklin Laborers Carpenter Tender $44.04 7B 1M 8Z View
Franklin Laborers Cement Finisher Tender $44.31 7B 1M 8Z View
Franklin Laborers Cement Handler $44.04 7B 1M 8Z View
Franklin Laborers Chain Saw Operator & Faller $44.58 7B 1M 8Z View
Franklin Laborers Clean-up Laborer $44.04 7B 1M 8Z View
Franklin Laborers Compaction Equipment $44.31 7B 1M 8Z View
Franklin Laborers Concrete Crewman $44.04 7B 1M 8Z View
Franklin Laborers Concrete Saw, Walking $44.31 7B 1M 8Z View
Franklin Laborers Concrete Signalman $44.04 7B 1M 8Z View
Franklin Laborers Concrete Stack $44.58 7B 1M 8Z View
Franklin Laborers Confined Space Attendant $44.04 7B 1M 8Z View
Franklin Laborers Crusher Feeder $44.04 7B 1M 8Z View
Franklin Laborers Demolition $44.04 7B 1M 8Z View
Franklin Laborers Demolition Torch $44.31 7B 1M 8Z View
Franklin Laborers Dope Pot Fireman, Non-
mechanical
$44.31 7B 1M 8Z View
Franklin Laborers Driller Helper (when Required
To Move & Position Machine)
$44.31 7B 1M 8Z View
Franklin Laborers Drills With Dual Masts $44.86 7B 1M 8Z View
Franklin Laborers Dry Stack Walls $44.04 7B 1M 8Z View
Franklin Laborers Dumpman $44.04 7B 1M 8Z View
Franklin Laborers Erosion Control Laborer $44.04 7B 1M 8Z View
Franklin Laborers Final Detail Cleanup (i.e,
Dusting, Vacuuming, Window
$41.94 7B 1M 8Z View
10/7/21, 9:34 AM about:blank
about:blank 4/19
Cleaning; Not Construction
Debris Cleanup)
Franklin Laborers Firewatch $44.04 7B 1M 8Z View
Franklin Laborers Form Cleaning Machine
Feeder, Stacker
$44.04 7B 1M 8Z View
Franklin Laborers Form Setter, Paving $44.31 7B 1M 8Z View
Franklin Laborers General Laborer $44.04 7B 1M 8Z View
Franklin Laborers Grade Checker $46.57 7B 1M 8Z View
Franklin Laborers Grout Machine Header Tender $44.04 7B 1M 8Z View
Franklin Laborers Guard Rail $44.04 7B 1M 8Z View
Franklin Laborers Gunite $44.58 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
A)
$44.86 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
B)
$44.58 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
C)
$44.31 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
D)
$44.04 7B 1M 8Z View
Franklin Laborers Hdpe Or Similar Liner Installer $44.04 7B 1M 8Z View
Franklin Laborers High Scaler $44.58 7B 1M 8Z View
Franklin Laborers Jackhammer Operator Miner,
Class "b"
$44.31 7B 1M 8Z View
Franklin Laborers Laser Beam Operator $44.58 7B 1M 8Z View
Franklin Laborers Miner, Class "a"$44.04 7B 1M 8Z View
Franklin Laborers Miner, Class "c"$44.58 7B 1M 8Z View
Franklin Laborers Miner, Class "d"$44.86 7B 1M 8Z View
Franklin Laborers Monitor Operator, Air Track Or
Similar Mounting
$44.58 7B 1M 8Z View
Franklin Laborers Mortar Mixer $44.58 7B 1M 8Z View
Franklin Laborers Nipper $44.04 7B 1M 8Z View
Franklin Laborers Nozzleman $44.58 7B 1M 8Z View
Franklin Laborers Nozzleman, Water (to Include
Fire Hose), Air Or Steam
$44.31 7B 1M 8Z View
Franklin Laborers Pavement Breaker, 90 Lbs. &
Over
$44.58 7B 1M 8Z View
Franklin Laborers Pavement Breaker, Under 90
Lbs.
$44.31 7B 1M 8Z View
Franklin Laborers Pipelayer $44.58 7B 1M 8Z View
Franklin Laborers Pipelayer, Corrugated Metal
Culvert And Multi-plate.
$44.31 7B 1M 8Z View
Franklin Laborers Pipewrapper $44.58 7B 1M 8Z View
Franklin Laborers Plasterer Tenders $44.58 7B 1M 8Z View
Franklin Laborers Pot Tender $44.31 7B 1M 8Z View
Franklin Laborers Powderman $46.23 7B 1M 8Z View
Franklin Laborers Powederman Helper $44.31 7B 1M 8Z View
Franklin Laborers Power Buggy Operator $44.31 7B 1M 8Z View
Franklin Laborers Power Tool Operator, Gas,
Electric, Pneumatic
$44.31 7B 1M 8Z View
Franklin Laborers Railroad Equipment, Power $44.31 7B 1M 8Z View
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about:blank 5/19
Driven, Except Dual Mobile
Franklin Laborers Railroad Power Spiker Or
Puller, Dual Mobile
$44.31 7B 1M 8Z View
Franklin Laborers Remote Equipment Operator $44.86 7B 1M 8Z View
Franklin Laborers Remote Equipment Operator
(i.e Compaction And
Demolition)
$44.31 7B 1M 8Z View
Franklin Laborers Rigger/signal Person $44.31 7B 1M 8Z View
Franklin Laborers Riprap Person $44.04 7B 1M 8Z View
Franklin Laborers Rodder & Spreader $44.31 7B 1M 8Z View
Franklin Laborers Sandblast Tailhoseman $44.04 7B 1M 8Z View
Franklin Laborers Scaffold Erector, Wood Or
Steel
$44.04 7B 1M 8Z View
Franklin Laborers Stake Jumper $44.04 7B 1M 8Z View
Franklin Laborers Structural Mover $44.04 7B 1M 8Z View
Franklin Laborers Tailhoseman (water Nozzle)$44.04 7B 1M 8Z View
Franklin Laborers Timber Bucker & Faller (by
Hand)
$44.04 7B 1M 8Z View
Franklin Laborers Track Laborer (rr)$44.04 7B 1M 8Z View
Franklin Laborers Traffic Control Laborer $41.94 7B 1M 9D View
Franklin Laborers Traffic Control Supervisor $42.94 7B 1M 9E View
Franklin Laborers Trencher, Shawnee $44.31 7B 1M 8Z View
Franklin Laborers Trenchless Technology
Technician
$44.58 7B 1M 8Z View
Franklin Laborers Truck Loader $44.04 7B 1M 8Z View
Franklin Laborers Tugger Operator $44.31 7B 1M 8Z View
Franklin Laborers Vibrators, All $44.58 7B 1M 8Z View
Franklin Laborers Wagon Drills $44.31 7B 1M 8Z View
Franklin Laborers Water Pipe Liner $44.31 7B 1M 8Z View
Franklin Laborers Welder, Electrical, Manual Or
Automatic (hdpe Or Similar
Pipe And Liner)
$44.86 7B 1M 8Z View
Franklin Laborers Well-point Person $44.04 7B 1M 8Z View
Franklin Laborers Wheelbarrow, Power Driven $44.31 7B 1M 8Z View
Franklin Laborers - Underground Sewer
& Water
General Laborer & Topman $44.04 7B 1M 8Z View
Franklin Laborers - Underground Sewer
& Water
Pipe Layer $44.58 7B 1M 8Z View
Franklin Landscape Construction Landscape Laborer $41.94 7B 1M 9D View
Franklin Landscape Construction Landscape Operator $51.05 7B 4W 9A View
Franklin Landscape Maintenance Groundskeeper $15.09 1 View
Franklin Lathers Journey Level $51.25 7E 4X 8N View
Franklin Marble Setters Journey Level $53.34 5A 1M View
Franklin Metal Fabrication (In Shop)Fitter $13.69 1 View
Franklin Metal Fabrication (In Shop)Laborer $13.69 1 View
Franklin Metal Fabrication (In Shop)Machine Operator $13.69 1 View
Franklin Metal Fabrication (In Shop)Painter $13.69 1 View
Franklin Metal Fabrication (In Shop)Welder $13.69 1 View
Franklin Millwright Journey Level $71.07 5A 1B View
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Franklin Modular Buildings Journey Level $13.69 1 View
Franklin Painters Commercial Painter $40.26 6Z 1W View
Franklin Painters Industrial Painter $46.97 6Z 1W 9D View
Franklin Pile Driver General Pile Driver $52.25 7E 4X 8N View
Franklin Pile Driver Heavy Construction Pile Driver $58.01 7E 4X 9E View
Franklin Plasterers Journey Level $46.51 7K 1N View
Franklin Playground & Park Equipment
Installers
Journey Level $13.69 1 View
Franklin Plumbers & Pipefitters Journey Level $86.69 6Z 1Q View
Franklin Power Equipment Operators A-frame Truck (2 Or More
Drums)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators A-frame Truck (single Drum)$50.28 7B 4W 9A View
Franklin Power Equipment Operators Asphalt Plant Operator $51.49 7B 4W 9A View
Franklin Power Equipment Operators Assistant Plant Operator,
Fireman Or Pugmixer (asphalt)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators Assistant Refrigeration Plant &
Chiller Operator (over 1000
Ton)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators Assistant Refrigeration Plant
(under 1000 Ton)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators Automatic Subgrader (ditches
& Trimmers)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Backfillers (cleveland &
Similar)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators Backhoe & Hoe Ram (under
3/4 Yd.)
$51.21 7B 4W 9A View
Franklin Power Equipment Operators Backhoe (45,000 Gw & Under)$51.21 7B 4W 9A View
Franklin Power Equipment Operators Backhoe (45,000 Gw To
110,000 Gw)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Backhoe (over 110,000 Gw)$51.76 7B 4W 9A View
Franklin Power Equipment Operators Backhoes & Hoe Ram (3 Yds &
Over)
$51.76 7B 4W 9A View
Franklin Power Equipment Operators Backhoes & Hoe Ram (3/4 Yd.
To 3 Yd.)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Bagley Or Stationary Scraper $50.28 7B 4W 9A View
Franklin Power Equipment Operators Batch & Wet Mix Operator
(multiple Units, 2 & Incl. 4)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Batch Plant & Wet Mix
Operator, Single Unit
(concrete)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators Batch Plant (over 4 Units)$51.49 7B 4W 9A View
Franklin Power Equipment Operators Belt Finishing Machine $50.28 7B 4W 9A View
Franklin Power Equipment Operators Belt Loader (kocal Or Similar)$50.89 7B 4W 9A View
Franklin Power Equipment Operators Belt-crete Conveyors With
Power Pack Or Similar
$50.89 7B 4W 9A View
Franklin Power Equipment Operators Bending Machine $50.89 7B 4W 9A View
Franklin Power Equipment Operators Bit Grinders $49.96 7B 4W 9A View
Franklin Power Equipment Operators Blade (finish & Bluetop),
Automatic, Cmi, Abc, Finish
Athey & Huber & Similar When
Used As Automatic
$51.76 7B 4W 9A View
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Franklin Power Equipment Operators Blade Operator (motor Patrol
& Attachments)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Blower Operator (cement)$50.28 7B 4W 9A View
Franklin Power Equipment Operators Boat Operator $49.96 7B 4W 9A View
Franklin Power Equipment Operators Bob Cat (skid Steer)$50.89 7B 4W 9A View
Franklin Power Equipment Operators Bolt Threading Machine $49.96 7B 4W 9A View
Franklin Power Equipment Operators Boom Cats (side)$51.49 7B 4W 9A View
Franklin Power Equipment Operators Boring Machine (earth)$50.89 7B 4W 9A View
Franklin Power Equipment Operators Boring Machine (Rock Under 8
inch Bit - Quarry Master, Joy
Or Similar)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators Bump Cutter (wayne, Saginau
Or Similar)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators Cableway Controller
(dispatcher)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Cableway Operators $51.76 7B 4W 9A View
Franklin Power Equipment Operators Canal Lining Machine
(concrete)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators Carrydeck & Boom Truck
(under 25 Tons)
$51.21 7B 4W 9A View
Franklin Power Equipment Operators Cement Hog $50.28 7B 4W 9A View
Franklin Power Equipment Operators Chipper (without Crane)
Cleaning & Doping Machine
(pipeline)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators Clamshell, Dragline $52.86 7B 4W 9A View
Franklin Power Equipment Operators Compactor (self-propelled
With Blade)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Compressor (2000 Cfm Or
Over, 2 Or More, Gas Diesel Or
Electric Power)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators Compressors (under 2000 Cfm,
Gas, Diesel Or Electric Power)
$49.96 7B 4W 9A View
Franklin Power Equipment Operators Concrete Cleaning /
Decontamination Machine
Operator
$51.76 7B 4W 9A View
Franklin Power Equipment Operators Concrete Pump Boon Truck $51.49 7B 4W 9A View
Franklin Power Equipment Operators Concrete Pumps (squeeze-
crete, Flow-crete, Whitman &
Similar)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators Concrete Saw (multiple Cut)$50.28 7B 4W 9A View
Franklin Power Equipment Operators Concrete Slip Form Paver $51.49 7B 4W 9A View
Franklin Power Equipment Operators Conveyor Aggregate Delivery
Systems (c.a.d.)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Crane Oiler- Driver (cdl
Required) & Cable Tender,
Mucking Machine
$49.96 7B 4W 9A View
Franklin Power Equipment Operators Cranes (100 to 299 Tons) And
All Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$53.36 7B 4W 9A View
Franklin Power Equipment Operators Cranes (25 Tons & Under), All
Attachments Incl. Clamshell,
Dragline
$51.21 7B 4W 9A View
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Franklin Power Equipment Operators Cranes (25 Tons To And
Including 45 Tons), All
Attachments Incl. Clamshell,
Dragline
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Cranes (300 Tons and Over)
And All Climbing, Overhead,
Rail & Tower. All Attachments
Incl.
$53.86 7B 4W 9A View
Franklin Power Equipment Operators Cranes (45 Tons To 85 Tons),
All Attachments Incl.
Clamshell And Dragline
$51.76 7B 4W 9A View
Franklin Power Equipment Operators Cranes (86 to 99 Tons) And All
Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$52.86 7B 4W 9A View
Franklin Power Equipment Operators Crusher Feeder $49.96 7B 4W 9A View
Franklin Power Equipment Operators Crusher, Grizzle & Screening
Plant Operator
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Curb Extruder (asphalt Or
Concrete)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators Deck Engineer $50.89 7B 4W 9A View
Franklin Power Equipment Operators Deck Hand $49.96 7B 4W 9A View
Franklin Power Equipment Operators Derricks & Stifflegs (65 Tons &
Over)
$51.76 7B 4W 9A View
Franklin Power Equipment Operators Derricks & Stifflegs (under 65
Tons)
$51.21 7B 4W 9A View
Franklin Power Equipment Operators Distributor Leverman $50.28 7B 4W 9A View
Franklin Power Equipment Operators Ditch Witch Or Similar $50.28 7B 4W 9A View
Franklin Power Equipment Operators Dope Pots (power Agitated $50.28 7B 4W 9A View
Franklin Power Equipment Operators Dozer / Tractor (up To D-6 Or
Equivalent) And Traxcavator
$50.89 7B 4W 9A View
Franklin Power Equipment Operators Dozer / Tractors (d-6 &
Equivalent & Over)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Dozer, 834 R/t & Similar $51.49 7B 4W 9A View
Franklin Power Equipment Operators Drill Doctor $51.49 7B 4W 9A View
Franklin Power Equipment Operators Driller Licensed $52.86 7B 4W 9A View
Franklin Power Equipment Operators Drillers Helper $49.96 7B 4W 9A View
Franklin Power Equipment Operators Drilling Equipment (8 inch Bit
& Over - Robbins, Reverse
Circulation & Similar)
$51.21 7B 4W 9A View
Franklin Power Equipment Operators Drills (churn, Core, Calyx Or
Diamond)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators Elevating Belt (holland Type)$51.76 7B 4W 9A View
Franklin Power Equipment Operators Elevating Belt-type Loader
(euclid, Barber Green &
Similar)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators Elevating Grader-type Loader
(dumor, Adams Or Similar)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators Elevator Hoisting Materials $50.28 7B 4W 9A View
Franklin Power Equipment Operators Equipment Serviceman,
Greaser & Oiler
$51.05 7B 4W 9A View
Franklin Power Equipment Operators Fireman & Heater Tender $49.96 7B 4W 9A View
Franklin Power Equipment Operators Fork Lift Or Lumber Stacker,$50.28 7B 4W 9A View
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about:blank 9/19
Hydra-life & Similar
Franklin Power Equipment Operators Generator Plant Engineers
(diesel Or Electric)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators Gin Trucks (pipeline)$50.28 7B 4W 9A View
Franklin Power Equipment Operators Grade Checker $51.21 7B 4W 9A View
Franklin Power Equipment Operators Gunite Combination Mixer &
Compressor
$50.89 7B 4W 9A View
Franklin Power Equipment Operators H.d. Mechanic $51.76 7B 4W 9A View
Franklin Power Equipment Operators H.d. Welder $51.76 7B 4W 9A View
Franklin Power Equipment Operators Heavy Equipment Robotics
Operator
$51.76 7B 4W 9A View
Franklin Power Equipment Operators Helicopter Pilot $52.86 7B 4W 9A View
Franklin Power Equipment Operators Helper, Mechanic Or Welder,
H.D
$49.96 7B 4W 9A View
Franklin Power Equipment Operators Hoe Ram $51.21 7B 4W 9A View
Franklin Power Equipment Operators Hoist (2 Or More Drums Or
Tower Hoist)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators Hoist, Single Drum $50.28 7B 4W 9A View
Franklin Power Equipment Operators Hydraulic Platform Trailers
(goldhofer, Shaurerly And
Similar)
$51.76 7B 4W 9A View
Franklin Power Equipment Operators Hydro-seeder, Mulcher,
Nozzleman
$49.96 7B 4W 9A View
Franklin Power Equipment Operators Lime Batch Tank Operator
(recycle Train)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Lime Brain Operator (recycle
Train)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Loader (360 Degrees Revolving
Koehring Scooper Or Similar)
$51.76 7B 4W 9A View
Franklin Power Equipment Operators Loader Operator (front-end &
Overhead, 4 Yds. Incl. 8 Yds.)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Loaders (bucket Elevators And
Conveyors)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators Loaders (overhead & Front-
end, Over 8 Yds. To 10 Yds.)
$51.76 7B 4W 9A View
Franklin Power Equipment Operators Loaders (overhead & Front-
end, Under 4 Yds.. R/t)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators Loaders (overhead And Front-
end, 10 Yds. & Over)
$52.86 7B 4W 9A View
Franklin Power Equipment Operators Locomotive Engineer $50.89 7B 4W 9A View
Franklin Power Equipment Operators Longitudinal Float $50.28 7B 4W 9A View
Franklin Power Equipment Operators Master Environmental
Maintenance Technician
$51.76 7B 4W 9A View
Franklin Power Equipment Operators Mixer (portable - Concrete)$50.28 7B 4W 9A View
Franklin Power Equipment Operators Mixermobile $50.89 7B 4W 9A View
Franklin Power Equipment Operators Mobile Crusher Operator
(recycle Train)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Mucking Machine $50.89 7B 4W 9A View
Franklin Power Equipment Operators Multiple Dozer Units With
Single Blade
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Pavement Breaker, Hydra-$50.28 7B 4W 9A View
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about:blank 10/19
hammer & Similar
Franklin Power Equipment Operators Paving (dual Drum)$51.21 7B 4W 9A View
Franklin Power Equipment Operators Paving Machine (asphalt And
Concrete)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Piledriving Engineers $51.21 7B 4W 9A View
Franklin Power Equipment Operators Plant Oiler $49.96 7B 4W 9A View
Franklin Power Equipment Operators Posthole Auger Or Punch $50.89 7B 4W 9A View
Franklin Power Equipment Operators Power Broom $50.28 7B 4W 9A View
Franklin Power Equipment Operators Pump (grout Or Jet)$50.89 7B 4W 9A View
Franklin Power Equipment Operators Pumpman $49.96 7B 4W 9A View
Franklin Power Equipment Operators Quad-track Or Similar
Equipment
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Railroad Ballast Regulation
Operator (self-propelled)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators Railroad Power Tamper
Operator (self-propelled)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators Railroad Tamper Jack Operator
(self-propelled)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators Railroad Track Liner Operator
(self-propelled)
$51.21 7B 4W 9A View
Franklin Power Equipment Operators Refrigeration Plant Engineer
(1000 Tons & Over)
$51.21 7B 4W 9A View
Franklin Power Equipment Operators Refrigeration Plant Engineer
(under 1000 Ton)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators Rollerman (finishing Asphalt
Pavement)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Rollers, All Types On Subgrade,
Including Seal And Chip
Coating (farm Type, Case,
John Deere And Similar,or
Compacting Vibrator), Except
When Pulled B
$49.96 7B 4W 9A View
Franklin Power Equipment Operators Roto Mill (pavement Grinder)$51.49 7B 4W 9A View
Franklin Power Equipment Operators Rotomill Groundsman $51.05 7B 4W 9A View
Franklin Power Equipment Operators Rubber-tired Scrapers
(multiple Engine With Three
Or More Scrapers)
$51.76 7B 4W 9A View
Franklin Power Equipment Operators Rubber-tired Skidders (r/t
With Or Without Attachments)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators Scrapers, All, Rubber-tired $51.49 7B 4W 9A View
Franklin Power Equipment Operators Screed Operator $51.49 7B 4W 9A View
Franklin Power Equipment Operators Shovels (3 Yds. & Over)$51.76 7B 4W 9A View
Franklin Power Equipment Operators Shovels (under 3 Yds.)$51.49 7B 4W 9A View
Franklin Power Equipment Operators Signalman (whirleys, Highline,
Hammerheads Or Similar)
$51.21 7B 4W 9A View
Franklin Power Equipment Operators Soil Stabilizer (p & H Or
Similar)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators Spray Curing Machine
(concrete)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators Spreader Box (self-propelled)$50.28 7B 4W 9A View
Franklin Power Equipment Operators Spreader Machine $50.89 7B 4W 9A View
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Franklin Power Equipment Operators Steam Cleaner $49.96 7B 4W 9A View
Franklin Power Equipment Operators Straddle Buggy (ross & Similar
On Construction Job Only)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators Surface Heater & Planer
Machine
$51.05 7B 4W 9A View
Franklin Power Equipment Operators Tractor (farm Type R/t With
Attachments, Except Backhoe)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators Traverse Finish Machine $50.89 7B 4W 9A View
Franklin Power Equipment Operators Trenching Machines (7 Ft.
Depth & Over)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators Trenching Machines (under 7
Ft. Depth Capacity)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators Tug Boat Operator $51.49 7B 4W 9A View
Franklin Power Equipment Operators Tugger Operator $50.28 7B 4W 9A View
Franklin Power Equipment Operators Turnhead (with Re-screening)$51.05 7B 4W 9A View
Franklin Power Equipment Operators Turnhead Operator $50.89 7B 4W 9A View
Franklin Power Equipment Operators Ultra High Pressure Wateriet
Cutting Tool System Operator,
(30,000 Psi)
$51.76 7B 4W 9A View
Franklin Power Equipment Operators Vactor Guzzler, Super Sucker $51.49 7B 4W 9A View
Franklin Power Equipment Operators Vacuum Blasting Machine
Operator
$51.76 7B 4W 9A View
Franklin Power Equipment Operators Vacuum Drill (reverse
Circulation Drill Under 8 Inch
Bit)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators Welding Machine $49.96 7B 4W 9A View
Franklin Power Equipment Operators Whirleys & Hammerheads, All $51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
A-frame Truck (2 Or More
Drums)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
A-frame Truck (single Drum)$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Asphalt Plant Operator $51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Assistant Plant Operator,
Fireman Or Pugmixer (asphalt)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Assistant Refrigeration Plant &
Chiller Operator (over 1000
Ton)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Assistant Refrigeration Plant
(under 1000 Ton)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Automatic Subgrader (ditches
& Trimmers)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backfillers (cleveland &
Similar)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe & Hoe Ram (under
3/4 Yd.)
$51.21 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe (45,000 Gw & Under)$51.21 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe (45,000 Gw To
110,000 Gw)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe (over 110,000 Gw)$51.76 7B 4W 9A View
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Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoes & Hoe Ram (3 Yds &
Over)
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoes & Hoe Ram (3/4 Yd.
To 3 Yd.)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bagley Or Stationary Scraper $50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Batch & Wet Mix Operator
(multiple Units, 2 & Incl. 4)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Batch Plant & Wet Mix
Operator, Single Unit
(concrete)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Batch Plant (over 4 Units)$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Belt Finishing Machine $50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Belt Loader (kocal Or Similar)$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Belt-crete Conveyors With
Power Pack Or Similar
$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bending Machine $50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bit Grinders $49.96 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Blade (finish & Bluetop),
Automatic, Cmi, Abc, Finish
Athey & Huber & Similar When
Used As Automatic
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Blade Operator (motor Patrol
& Attachments)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Blower Operator (cement)$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boat Operator $49.96 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bob Cat (skid Steer)$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bolt Threading Machine $49.96 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boom Cats (side)$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boring Machine (earth)$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boring Machine (Rock Under 8
inch Bit - Quarry Master, Joy
Or Similar)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bump Cutter (wayne, Saginau
Or Similar)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cableway Controller
(dispatcher)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cableway Operators $51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Canal Lining Machine
(concrete)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators-Carrydeck & Boom Truck $51.21 7B 4W 9A View
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Underground Sewer & Water (under 25 Tons)
Franklin Power Equipment Operators-
Underground Sewer & Water
Cement Hog $50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Chipper (without Crane)
Cleaning & Doping Machine
(pipeline)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Clamshell, Dragline $52.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Compactor (self-propelled
With Blade)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Compressor (2000 Cfm Or
Over, 2 Or More, Gas Diesel Or
Electric Power)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Compressors (under 2000 Cfm,
Gas, Diesel Or Electric Power)
$49.96 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Cleaning /
Decontamination Machine
Operator
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Pump Boon Truck $51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Pumps (squeeze-
crete, Flow-crete, Whitman &
Similar)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Saw (multiple Cut)$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Slip Form Paver $51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Conveyor Aggregate Delivery
Systems (c.a.d.)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Crane Oiler- Driver (cdl
Required) & Cable Tender,
Mucking Machine
$49.96 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (100 to 299 Tons) And
All Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$53.36 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (25 Tons & Under), All
Attachments Incl. Clamshell,
Dragline
$51.21 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (25 Tons To And
Including 45 Tons), All
Attachments Incl. Clamshell,
Dragline
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (300 Tons and Over)
And All Climbing, Overhead,
Rail & Tower. All Attachments
Incl.
$53.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (45 Tons To 85 Tons),
All Attachments Incl.
Clamshell And Dragline
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (86 to 99 Tons) And All
Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$52.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Crusher Feeder $49.96 7B 4W 9A View
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Franklin Power Equipment Operators-
Underground Sewer & Water
Crusher, Grizzle & Screening
Plant Operator
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Curb Extruder (asphalt Or
Concrete)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Deck Engineer $50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Deck Hand $49.96 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Derricks & Stifflegs (65 Tons &
Over)
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Derricks & Stifflegs (under 65
Tons)
$51.21 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Distributor Leverman $50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Ditch Witch Or Similar $50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dope Pots (power Agitated $50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dozer / Tractor (up To D-6 Or
Equivalent) And Traxcavator
$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dozer / Tractors (d-6 &
Equivalent & Over)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dozer, 834 R/t & Similar $51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drill Doctor $51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Driller Licensed $52.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drillers Helper $49.96 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drilling Equipment (8 inch Bit
& Over - Robbins, Reverse
Circulation & Similar)
$51.21 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drills (churn, Core, Calyx Or
Diamond)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevating Belt (holland Type)$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevating Belt-type Loader
(euclid, Barber Green &
Similar)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevating Grader-type Loader
(dumor, Adams Or Similar)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevator Hoisting Materials $50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Equipment Serviceman,
Greaser & Oiler
$51.05 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Fireman & Heater Tender $49.96 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Fork Lift Or Lumber Stacker,
Hydra-life & Similar
$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Generator Plant Engineers
(diesel Or Electric)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators-Gin Trucks (pipeline)$50.28 7B 4W 9A View
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Underground Sewer & Water
Franklin Power Equipment Operators-
Underground Sewer & Water
Grade Checker $51.21 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Gunite Combination Mixer &
Compressor
$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
H.d. Mechanic $51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
H.d. Welder $51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Heavy Equipment Robotics
Operator
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Helicopter Pilot $52.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Helper, Mechanic Or Welder,
H.D
$49.96 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hoe Ram $51.21 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hoist (2 Or More Drums Or
Tower Hoist)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hoist, Single Drum $50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hydraulic Platform Trailers
(goldhofer, Shaurerly And
Similar)
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hydro-seeder, Mulcher,
Nozzleman
$49.96 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Lime Batch Tank Operator
(recycle Train)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Lime Brain Operator (recycle
Train)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loader (360 Degrees Revolving
Koehring Scooper Or Similar)
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loader Operator (front-end &
Overhead, 4 Yds. Incl. 8 Yds.)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (bucket Elevators And
Conveyors)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (overhead & Front-
end, Over 8 Yds. To 10 Yds.)
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (overhead & Front-
end, Under 4 Yds.. R/t)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (overhead And Front-
end, 10 Yds. & Over)
$52.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Locomotive Engineer $50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Longitudinal Float $50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Master Environmental
Maintenance Technician
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Mixer (portable - Concrete)$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Mixermobile $50.89 7B 4W 9A View
Franklin Power Equipment Operators-Mobile Crusher Operator $51.49 7B 4W 9A View
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Underground Sewer & Water (recycle Train)
Franklin Power Equipment Operators-
Underground Sewer & Water
Mucking Machine $50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Multiple Dozer Units With
Single Blade
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Pavement Breaker, Hydra-
hammer & Similar
$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Paving (dual Drum)$51.21 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Paving Machine (asphalt And
Concrete)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Piledriving Engineers $51.21 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Plant Oiler $49.96 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Posthole Auger Or Punch $50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Power Broom $50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Pump (grout Or Jet)$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Pumpman $49.96 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Quad-track Or Similar
Equipment
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Ballast Regulation
Operator (self-propelled)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Power Tamper
Operator (self-propelled)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Tamper Jack Operator
(self-propelled)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Track Liner Operator
(self-propelled)
$51.21 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Refrigeration Plant Engineer
(1000 Tons & Over)
$51.21 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Refrigeration Plant Engineer
(under 1000 Ton)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rollerman (finishing Asphalt
Pavement)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rollers, All Types On Subgrade,
Including Seal And Chip
Coating (farm Type, Case,
John Deere And Similar,or
Compacting Vibrator), Except
When Pulled B
$49.96 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Roto Mill (pavement Grinder)$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rotomill Groundsman $51.05 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rubber-tired Scrapers
(multiple Engine With Three
Or More Scrapers)
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-Rubber-tired Skidders (r/t $51.05 7B 4W 9A View
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Underground Sewer & Water With Or Without Attachments)
Franklin Power Equipment Operators-
Underground Sewer & Water
Scrapers, All, Rubber-tired $51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Screed Operator $51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Shovels (3 Yds. & Over)$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Shovels (under 3 Yds.)$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Signalman (whirleys, Highline,
Hammerheads Or Similar)
$51.21 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Soil Stabilizer (p & H Or
Similar)
$50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Spray Curing Machine
(concrete)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Spreader Box (self-propelled)$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Spreader Machine $50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Steam Cleaner $49.96 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Straddle Buggy (ross & Similar
On Construction Job Only)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Surface Heater & Planer
Machine
$51.05 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Tractor (farm Type R/t With
Attachments, Except Backhoe)
$50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Traverse Finish Machine $50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Trenching Machines (7 Ft.
Depth & Over)
$51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Trenching Machines (under 7
Ft. Depth Capacity)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Tug Boat Operator $51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Tugger Operator $50.28 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Turnhead (with Re-screening)$51.05 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Turnhead Operator $50.89 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Ultra High Pressure Wateriet
Cutting Tool System Operator,
(30,000 Psi)
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Vactor Guzzler, Super Sucker $51.49 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Vacuum Blasting Machine
Operator
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Vacuum Drill (reverse
Circulation Drill Under 8 Inch
Bit)
$51.05 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Welding Machine $49.96 7B 4W 9A View
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Franklin Power Equipment Operators-
Underground Sewer & Water
Whirleys & Hammerheads, All $51.76 7B 4W 9A View
Franklin Power Line Clearance Tree
Trimmers
Journey Level In Charge $55.03 5A 4A View
Franklin Power Line Clearance Tree
Trimmers
Spray Person $52.24 5A 4A View
Franklin Power Line Clearance Tree
Trimmers
Tree Equipment Operator $55.03 5A 4A View
Franklin Power Line Clearance Tree
Trimmers
Tree Trimmer $49.21 5A 4A View
Franklin Power Line Clearance Tree
Trimmers
Tree Trimmer Groundperson $37.47 5A 4A View
Franklin Refrigeration & Air Conditioning
Mechanics
Journey Level $86.69 6Z 1Q View
Franklin Residential Brick Mason Journey Level $28.42 1 View
Franklin Residential Carpenters Journey Level $21.60 1 View
Franklin Residential Cement Masons Journey Level $46.83 7B 1N View
Franklin Residential Drywall Applicators Journey Level $20.46 1 View
Franklin Residential Drywall Tapers Journey Level $19.32 1 View
Franklin Residential Electricians Journey Level $22.73 1 View
Franklin Residential Glaziers Journey Level $23.10 1 View
Franklin Residential Insulation
Applicators
Journey Level $14.86 1 View
Franklin Residential Laborers Journey Level $13.69 1 View
Franklin Residential Marble Setters Journey Level $28.42 1 View
Franklin Residential Painters Journey Level $13.69 1 View
Franklin Residential Plumbers &
Pipefitters
Journey Level $29.71 1 View
Franklin Residential Refrigeration & Air
Conditioning Mechanics
Journey Level $17.24 1 View
Franklin Residential Sheet Metal Workers Journey Level (Field or Shop)$50.02 5A 1X View
Franklin Residential Soft Floor Layers Journey Level $23.11 5A 1N View
Franklin Residential Sprinkler Fitters
(Fire Protection)
Journey Level $13.69 1 View
Franklin Residential Stone Masons Journey Level $28.42 1 View
Franklin Residential Terrazzo Workers Journey Level $14.86 1 View
Franklin Residential Terrazzo/Tile
Finishers
Journey Level $14.86 1 View
Franklin Residential Tile Setters Journey Level $19.23 1 View
Franklin Roofers Irritable Bituminous Roofer $45.78 7G 4I View
Franklin Roofers Journeyman Roofer,
Waterproofer, Kettleman
$42.78 7G 4I View
Franklin Sheet Metal Workers Journey Level (Field or Shop)$68.81 5A 1X View
Franklin Sign Makers & Installers
(Electrical)
Journey Level $14.65 1 View
Franklin Sign Makers & Installers (Non-
Electrical)
Journey Level $14.65 1 View
Franklin Soft Floor Layers Journey Level $51.91 5A 3J View
Franklin Solar Controls For Windows Journey Level $13.69 1 View
Franklin Sprinkler Fitters (Fire Journey Level $60.86 7J 1R View
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about:blank 19/19
Protection)
Franklin Stage Rigging Mechanics (Non
Structural)
Journey Level $13.69 1 View
Franklin Stone Masons Journey Level $53.34 5A 1M View
Franklin Street And Parking Lot Sweeper
Workers
Journey Level $14.00 1 View
Franklin Surveyors All Classifications $23.49 0 1 View
Franklin Telecommunication Technicians Journey Level $46.20 5I 1B View
Franklin Telephone Line Construction -
Outside
Cable Splicer $38.27 5A 2B View
Franklin Telephone Line Construction -
Outside
Hole Digger/Ground Person $25.66 5A 2B View
Franklin Telephone Line Construction -
Outside
Telephone Equipment
Operator (Light)
$31.96 5A 2B View
Franklin Telephone Line Construction -
Outside
Telephone Lineperson $36.17 5A 2B View
Franklin Terrazzo Workers Journey Level $43.81 5A 1M View
Franklin Tile Setters Journey Level $43.81 5A 1M View
Franklin Tile, Marble & Terrazzo
Finishers
Journey Level $35.93 5A 1M View
Franklin Traffic Control Stripers Journey Level $50.51 7A 1K View
Franklin Truck Drivers Asphalt Mix Over 20 Yards $51.00 5D 1V 8M View
Franklin Truck Drivers Asphalt Mix To 20 Yards $50.80 5D 1V 8M View
Franklin Truck Drivers Dump Truck $50.80 5D 1V 8M View
Franklin Truck Drivers Dump Truck & Trailer $51.00 5D 1V 8M View
Franklin Truck Drivers Other Trucks $50.69 5D 1V 8M View
Franklin Truck Drivers - Ready Mix Transit Mixers 20 yards and
under
$51.00 5D 1V 8M View
Franklin Truck Drivers - Ready Mix Transit Mixers over 20 yards $51.34 5D 1V 8M View
Franklin Well Drillers & Irrigation Pump
Installers
Irrigation Pump Installer $18.45 1 View
Franklin Well Drillers & Irrigation Pump
Installers
Oiler $13.69 1 View
Franklin Well Drillers & Irrigation Pump
Installers
Well Driller $18.00 1 View
Benefit Code Key – Effective 9/1/2021 thru 3/2/2022
1 of 14
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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.
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Overtime Codes Continued
1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday
shall be paid at double the hourly rate of wage.
P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and
one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on
Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)
hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall
be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times
the hourly rate of wage.
R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on
Labor Day shall be paid at three times the hourly rate of wage.
V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and
one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at
double the hourly rate of wage.
W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the
employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid
at double the hourly rate of wage.
X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on
Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the
holiday and all work performed shall be paid at double the hourly rate of wage.
Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any
employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10
workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate
of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the
workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or
40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours
worked on Sundays and Labor Day shall be paid at double the hourly rate of wage.
Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All
hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay.
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Overtime Codes Continued
2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday
pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage.
M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double the
hourly rate of wage.
O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage.
R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double
the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage.
3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and
one-half times the hourly rate of wage including holiday pay.
H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at
two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be
compensated at one and one half (1-1/2) times the regular rate of pay.
J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on
Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in
excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee
returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period.
4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage.
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Overtime Codes Continued
4. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at
one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday
due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday
may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked
on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay.
D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates
include all members of the assigned crew.
EXCEPTION:
On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating
plants, industrial plants, associated installations and substations, except those substations whose primary function is
to feed a distribution system, will be paid overtime under the following rates:
The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall
be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times
the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times
the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays
and holidays will be at the double the hourly rate of wage.
All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the
hourly rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours
worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-
day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first
eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours
worked on Sundays and holidays shall be paid at double the hourly rate of wage.
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Overtime Codes Continued
4. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours
worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly
rate of wage.
K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday
is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all
hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage.
L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours
worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double
the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage,
except that all hours worked on Labor Day shall be paid at double the hourly rate of pay.
U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement
weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12)
hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or
outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and
one-half (1 ½) the straight time rate.
In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at
the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All
work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x)
the straight time rate of pay.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours.
When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be
a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight
(8) hours.
W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time
shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break
of eight (8) hours.
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Overtime Codes Continued
4. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6
am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations).
All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established
when considered necessary by the Employer.
The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022),
that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour
schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work
performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one-
half the straight time rate.
When due to conditions beyond the control of the Employer, or when contract specifications require that work can
only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight
time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of
work.
When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work
performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of
pay.
Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour
for all hours worked that shift.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
Z. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium
rate of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked
on holidays shall be paid at double the hourly rate of wage.
11. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime
rate until such time as the employee has had a break of eight (8) hours or more.
C The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid
at three times the hourly rate of wage. All non-overtime and non-holiday hours worked between 4:00 pm and 5:00
am, Monday through Friday, shall be paid at a premium rate of 15% over the hourly rate of wage.
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D. All hours worked on Saturdays and holidays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime
rate until such time as the employee has had a break of eight (8) hours or more.
E. The first two (2) hours after eight (8) regular hours Monday through Friday, the first ten (10) hours on Saturday, and
the first ten (10) hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. All hours
worked over ten (10) hours Monday through Saturday, and Sundays shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime
rate until such time as the employee has had a break of eight (8) hours or more.
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).
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).
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Holiday Codes Continued
R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After
Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2).
S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
And Christmas Day (7).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve
Day (11).
H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10).
T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And
Christmas Day (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be
considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the
holiday.
7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed
As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall
be a regular work day.
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as
a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be
observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday
on the preceding Friday.
D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday
which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a
Saturday shall be observed as a holiday on the preceding Friday.
E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
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Holiday Codes Continued
7. F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6).
Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which
falls on a Saturday shall be observed as a holiday on the preceding Friday.
K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day
before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday
on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday.
Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
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.
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Holiday Codes Continued
7. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year’s Day, and a Floating Holiday.
X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday
will be taken on the next normal workday.
Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the
listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated
accordingly.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6).
Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which
falls on a Saturday shall be observed as a holiday on the preceding Friday.
K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day
before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday
on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday.
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Holiday Codes Continued
7. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New
Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered
a holiday and compensated accordingly.
W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year’s Day, and a Floating Holiday.
X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday
will be taken on the next normal workday.
Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
15. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the
listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated
accordingly.
H. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, Christmas Eve Day, and Christmas Day (8). When the following holidays fall on a Saturday
(New Year’s Day, Independence Day, and Christmas Day) the preceding Friday will be considered as the holiday;
should they fall on a Sunday, the following Monday shall be considered as the holiday.
I. Holidays: New Year's Day, President’s Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, Christmas Day, the last regular workday before Christmas (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday.
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Note Codes
8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And
Level C: $0.25.
M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D:
$0.50.
N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level
C: $0.50, And Level D: $0.25.
S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic
Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued
by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31,
2012.
T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary
traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during
construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or
where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of
Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012.
U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50,
And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all
work performed underground, including operating, servicing and repairing of equipment. The premium for
underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive
an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who
do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation
receive an additional $0.50 per hour.
V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The
premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay.
Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over
101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet.
Over 221' - $5.00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent
and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’
- $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’.
W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates
would apply to meters not fitting this description.
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Note Codes Continued
8. X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit:
$1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour.
When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a
government agency or the contract specifications requires that work can only be performed outside the normal 5 am
to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time
status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay.
Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions
that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate.
Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require
that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed
on Saturday or Sunday.)
9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require
that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift 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.
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9. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal
of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian
traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control
Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the
State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012.
D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or
anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or
manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic
reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,
Level B: $0.75, Level C: $0.50, And Level D: $0.25.
F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere
abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
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.
Supplemental to Wage Rates
09/01/2021 Edition, Published August 10, 2021
1
WSDOT's Predetermined List for
Suppliers -Manufactures -Fabricator
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 X
2. Metal circular frames (rings) and covers, ci rcular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, Drywell Types 1, 2, and 3 and Catch Basin Type 2. X X
See Std. Plans
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 X
4. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X X
5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X X
6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, si zes 30 inch X 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 X X diameter. May also be treated, #5.
Supplemental to Wage Rates
09/01/2021 Edition, Published August 10, 2021
2
ITEM DESCRIPTION YES NO
8. Anchor Bolts & N uts - Anchor Bolts and Nuts, for
mounting sign structures, luminaries and other items, shall be
made from commercial bolt stock. X X See Contract Plans and Std. Plans for size and material type.
9. Aluminum Pedestrian Handrail - Pedestrian handrail
conforming to the type and material specifications set forth in
the X contract plans. Welding of aluminum shall be X
in accordance with Section 9-28.14(3).
10. Major Structural Steel Fabrication - Fabrication of major steel
items such as trusses, beams, girders, etc., for bridges. X 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 X boring of holes. See Contact Plans for item description and X
shop
drawings.
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 X X accordance with Section 9-28.14(3).
13. Concrete Piling--Precast-Prestressed concrete piling for use as
55
and 70 ton concrete piling. Concrete to conform to X Section 9-19.1 of Std. Spec.. X
14. Precast Manhole Types 1, 2, and 3 with cones, adjustment X X sections and flat top slabs. See Std. Plans.
15. Precast Drywell Types 1, 2, and with cones and adjustment
Sections. X X See Std. Plans.
16. Precast Catch Basin - Catch Basin type 1, 1L, 1P, and 2
With adjustment sections. See Std. Plans. X X
Supplemental to Wage Rates 3
09/01/2021 Edition, Published August 10, 2021
ITEM DESCRIPTION YES NO
17. Precast Concrete Inlet - with adjustment sections,
See Std. Plans X X
18. Precast Drop Inlet Type 1 and 2 with metal grate supports.
See Std. Plans. X X
19. Precast Grate Inlet Type 2 with extension and top units.
See Std. Plans X X
20. Metal frames, vaned grates, and hoods for Combination
Inlets. See Std. Plans X 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 X X requirements. Shop drawings are to be provided for approval
prior to casting
22. Vault Risers - For use with Valve Vaults and
Utilities
X X X
Vaults.
23. Valve Vault - For use with underground u tilities. X X See Contract Plans for details.
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 X X permanent barrier.
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. X X Fabrication at other locations may be approved, after facilities
inspection, contact HQ. Lab.
26. Precast Concrete Walls - Precast Concrete Walls - tilt-up wall
panel in size and shape as shown in Plans. X Fabrication plant has annual approval for methods and materials X
to be used
Supplemental to Wage Rates 4
09/01/2021 Edition, Published August 10, 2021
ITEM DESCRIPTION YES NO
27. Precast Railroad Crossings - Concrete Crossing Structure X X Slabs.
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 X be used. Shop Drawing to be provided for approval prior to X
casting girders.
See Std. Spec. Section 6-02.3(25)A
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 X X provided for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A
.
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 X X for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A
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 X X be provided for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A.
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 X X for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A
33. Monument Case and Cover X X See Std. Plan.
Supplemental to Wage Rates 5
09/01/2021 Edition, Published August 10, 2021
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 X shall be galvanized after fabrication in accordance with X
AASHTO-M-111.
35. Mono-tube Sign Structures - Mono-tube Sign Bridge
fabricated to details shown in the Plans. Shop drawings for X 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 X X shall be galvanized after fabrication in accordance
with AASHTO-M-111.
37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std
Plans. Shop drawings for approval are to be provided prior to X X
fabrication
38. Light Standard-Prestressed - Spun, prestressed, hollow
concrete poles. X X
39. Light Standards - Lighting Standards for use on highway
illumination systems, po les to be fabricated to conform with
methods and materials as specified on Std. Plans. See Specia X X Provisions for pre-approved drawings.
40. Traffic Signal Standards - Traffic Signal Standards for use on
highway and/or street signal systems. Standards to be
fabricated X to conform with methods and material as specified on Std. X
Plans.
See Special Provisions for pre-approved drawings
41. Precast Concrete Sloped Mountable Curb (Single and
DualFaced) X X
See Std. Plans.
Supplemental to Wage Rates 6
09/01/2021 Edition, Published August 10, 2021
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 X X sheeting. X X
NOTE: *** Fabrication inspection required. Only signs tagged
"Fabrication Approved" by WSDOT Sign Fabrication Inspector
to be installed
Std Custom Signing Message Message
43. Cutting & be nding reinforcing steel X X
44. Guardrail components X X X X
Custom Standard
End Sec Sec
45. Aggregates/Concrete mixes Covered by
WAC 296-127-018
46. Asphalt Covered by
WAC 296-127-018
47. Fiber fabrics X X
48. Electrical wiring/components X X
49. treated or untreated timber pile X X
50. Girder pads (elastomeric bearing) X X
51. Standard Dimension lumber X X
52. Irrigation components X X
Supplemental to Wage Rates 7
09/01/2021 Edition, Published August 10, 2021
ITEM DESCRIPTION YES NO
53. Fencing materials X X
54. Guide Posts X X
55. Traffic Buttons X X
56. Epoxy X X
57. Cribbing X X
58. Water distribution materials X X
59. Steel "H" piles X X
60. Steel pipe for concrete pile casings X X
61. Steel pile tips, standard X X
62. Steel pile tips, custom X X
Prefab ricated 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 off site prefabrication shall be the applicable prevailing wage for the county in which the actual
prefab rication 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
interpret s this phrase to mean the actual work site.
Supplemental to Wage Rates 8
09/01/2021 Edition, Published August 10, 2021
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 & P ark Equipment Installers
Power Equipment Operators - Underground S ewer & 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 use d only as outlined in the pre ceding 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 9
09/01/2021 Edition, Published August 10, 2021
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 10
09/01/2021 Edition, Published August 10, 2021
(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.]
Supplemental to Wage Rates 11
09/01/2021 Edition, Published August 10, 2021
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SECTION 6 - TECHNICAL SPECIFICATIONS
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-2
CITY OF PASCO
FRANKLIN COUNTY, WASHINGTON
SPECIAL PROVISIONS
FOR
NORTH 20TH AVENUE PEDESTRIAN HYBRID BEACON
HLA PROJECT NO. 21102
CITY OF PASCO PROJECT NO. 21-293
TABLE OF CONTENTS PAGE NO.
STANDARD SPECIFICATIONS ................................................................................................................ 2-2
QUALIFICATION OF BIDDERS................................................................................................................. 2-2
INTRODUCTION TO THE SPECIAL PROVISIONS ................................................................................. 6-3
DESCRIPTION OF WORK ........................................................................................................................ 6-3
1-01 DEFINITIONS AND TERMS ............................................................................................................. 6-4
1-02 BID PROCEDURES AND CONDITIONS ......................................................................................... 6-6
1-03 AWARD AND EXECUTION OF CONTRACT ................................................................................. 6-12
1-04 SCOPE OF THE WORK ................................................................................................................. 6-14
1-05 CONTROL OF WORK .................................................................................................................... 6-16
1-06 CONTROL OF MATERIAL ............................................................................................................. 6-21
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ................................................ 6-21
1-08 PROSECUTION AND PROGRESS ............................................................................................... 6-32
1-09 MEASUREMENT AND PAYMENT ................................................................................................. 6-37
1-10 TEMPORARY TRAFFIC CONTROL .............................................................................................. 6-42
2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP ................................................................. 6-44
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS ................................................................ 6-45
2-03 ROADWAY EXCAVATION AND EMBANKMENT .......................................................................... 6-45
2-04 HAUL............................................................................................................................................... 6-47
2-07 WATERING ..................................................................................................................................... 6-47
4-04 BALLAST AND CRUSHED SURFACING ...................................................................................... 6-48
5-04 HOT MIX ASPHALT ........................................................................................................................ 6-48
8-02 ROADSIDE RESTORATION .......................................................................................................... 6-61
8-04 CURBS, GUTTERS, AND SPILLWAYS ......................................................................................... 6-62
8-14 CEMENT CONCRETE SIDEWALKS ............................................................................................. 6-63
8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL ............................................ 6-64
8-21 PERMANENT SIGNING ................................................................................................................. 6-67
8-22 PAVEMENT MARKING .................................................................................................................. 6-68
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SPECIAL PROVISIONS
FOR
CITY OF PASCO
NORTH 20TH AVENUE PEDESTRIAN HYBRID BEACON
HLA PROJECT NO. 21102
CITY OF PASCO PROJECT NO. 21-293
INTRODUCTION TO THE SPECIAL PROVISIONS
(December 10, 2020 APWA GSP)
The work on this project shall be accomplished in accordance with the Standard Specifications for Road,
Bridge and Municipal Construction, 2021 edition, as issued by the Washington State Department of
Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter
(hereafter “Standard Specifications”). The Standard Specifications, as modified or supplemented by these
Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work.
These Special Provisions are made up of both General Special Provisions (GSPs) from various sources,
which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either
supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The
deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is
meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the
balance of the section does not apply.
The project-specific Special Provisions are not labeled as such. The GSPs are 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)
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
Contractor shall obtain copies of these publications, at Contractor’s own expense.
DESCRIPTION OF WORK
The project consists of the following work:
Construction of a pedestrian hybrid beacon (PHB) on North 20th Avenue in the vicinity of Columbia
Basin College to improve pedestrian safety.
The quantities of work indicated in the proposal are to be considered as estimates and are for comparative
bidding purposes only. All payments will be made on the basis of ac tual field measurement of Contract
work completed.
All work shall be done in accordance with the Plans, the Standard Specifica tions for Road, Bridge, and
Municipal Construction prepared by the Washington State Department of Transportation dated 2021
referenced codes and organizations, and these Special Provisions.
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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, r eplacement of temporary substitute facilities, plant
establishment periods, or correction or repair remains for the Physical Completion of the total Contract.
Physical Completion Date
The day all of the Work is physically completed on the project. All documentation required by the
Contract and required by law does not necessarily need to be furnished by the Contractor by this date.
Completion Date
The day all the Work specified in the Contract is completed and all the obligations of the Contractor
under the contract are fulfilled by the Contractor. All documentation required by the Contract and
required by law must be furnished by the Contractor before establishment of this date.
Final Acceptance Date
The date on which the Contracting Agency accepts the work as complete.
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 desig nated
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.
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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 Se ction 1-08.5.
Contract Bond
The definition in the Standard Specifications for “Contract Bond” applies to whatever bond form(s) are
required by the Contract Documents, which may be a combination of a Payment Bond and a
Performance Bond.
Contract Documents
See definition for “Contract”.
Contract Time
The period of time established by the terms and conditions of the Contract within which the Work must
be physically completed.
Notice of Award
The written notice from the Contracting Agency to the successful Bidder signifying the Contracting
Agency’s acceptance of the Bid Proposal.
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.
The terms defined in Section 1-01.3 of the Standard Specifications shall be further described by the
following:
Contracting Agency
City of Pasco
525 N 3rd Avenue
Pasco, WA 99301
The terms “Contracting Agency”, “Agency” and “Owner” are interchangeable.
Engineer
HLA Engineering and Land Surveying, Inc. (HLA)
2803 River Road
Yakima, WA 98902
Inspector
The Contracting Agency’s designated Inspector (Resident Engineer) who observes the Contractor’s
performance.
Working Drawings
Working drawings are further defined as electrical diagrams, catalog cut sheets, manufacturer's infor-
mational sheets describing salient features, performance curves, or samples of fabricated and
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-6
manufactured items (including mechanical and electrical equipment) required for the construction
project.
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
Delete this section and replace it with the following:
Information as to where Bid Documents can be obtained or reviewed will be found in the Invitation to Bid
for the work. Bidders may obtain bid documents, including plans and specifications, at the City of Pasco’s
Plan Room, beginning Friday, October 8, 2021. Bidders may obtain digital files at no cost. Printed
documents are available, at bidders’ expense, by choosing the “Order” option.
1-02.4 Examination of Plans, Specifications, and Site of Work
1-02.4(1) General
(August 15, 2016 APWA GSP Option B)
The first sentence of the last paragraph is revised to read:
Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall request
the explanation or interpretation in writing by close of business four (4) days preceding the bid opening
to allow a written reply to reach all prospective Bidders before the submission of their Bids.
Add the following paragraph:
No pre-bid approval on any proposed substitute equipment shall be granted prior to the bid opening
unless specified otherwise in these Specifications.
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.
1-02.5 Proposal Forms
(July 31, 2017 APWA GSP)
Delete this section and replace it with the following:
The Proposal Form will identify the project and its location and describe the work. It will also list
estimated quantities, units of measurement, the items of work, and the materials to be furnished at the
unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited
to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable,
retail sales taxes and acknowledgment of addenda; the bidder’s name, address, telephone number,
and signature; the bidder’s UDBE/DBE/M/WBE commitment, if applicable, a State of Washington
Contractor’s Registration Number; and a Business License Number, if applicable. Bids shall be
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-7
completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications
are included as part of the Proposal Form.
The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives,
if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and
additives set forth in the Proposal Form unless otherwise specified.
1-02.6 Preparation of Proposal
(December 10, 2020 APWA GSP, Option B)
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:
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 requ irements 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 UDB E
requirements are to be satisfied through such an agreement.
Supplement this section with the following:
Any bid item which has a unit price but no extension column amount shall have the extension amount
determined by multiplying the unit price times the unit quantity. Any bid item which does not have a
unit price but does have an extension column amount shall have the unit price determined by dividing
the extension amount by the unit quantity. Should both the unit price and the extension column amount
be left blank, then the entire bid shall be considered non-responsive.
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;
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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
Delete this section and replace it with the following:
Sealed bids are encouraged to be electronically submitted via the City of Pasco’s secure Plan Room.
Alternatively, bids may be submitted via hard copy at Pasco City Hall per the following directions:
1. Bidders shall submit their hard copy bids to the City Clerk’s Office, located on the First Floor of
Pasco City Hall, 525 N. 3rd Ave, Pasco, WA 99301. Bidders should plan for their bid submittal
to be received by a City official and timestamped prior to the deadline.
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.
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 P roposals,
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.
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1-02.13 Irregular Proposals
(October 1, 2020 APWA GSP)
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.
1-02.14 Disqualification of Bidders
(May 17, 2018 APWA GSP, Option B)
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; or does not meet Supplemental Criteria 1-7 listed in this
Section.
The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in
RCW 39.04.350(1), and Supplemental Criteria 1-2. Evidence that the Bidder meets Supplemental
Criteria 3-7 shall be provided by the Bidder as stated later in this Section.
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1. Delinquent State Taxes
A. Criterion: The Bidder shall not owe delinquent taxes to the Washington State Department
of Revenue without a payment plan approved by the Department of Revenue.
B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement
(on a form to be provided by the Contracting Agency) that the Bidder does not owe
delinquent taxes to the Washington State Department of Revenue, or if delinquent taxes
are owed to the Washington State Department of Revenue, the Bidder must submi t a
written payment plan approved by the Department of Revenue, to the Contracting Agency
by the deadline listed below.
2. Federal Debarment
A. Criterion: The Bidder shall not currently be debarred or suspended by the Federal
government.
B. Documentation: The Bidder shall not be listed as having an “active exclusion” on the U.S.
government’s “System for Award Management” database (www.sam.gov).
3. Subcontractor Responsibility
A. Criterion: The Bidder’s standard subcontract form shall include the subcontractor
responsibility language required by RCW 39.06.020, and the Bidder shall have an
established procedure which it utilizes to validate the responsibility of each of its
subcontractors. The Bidder’s subcontract form shall also include a requirement th at each
of its subcontractors shall have and document a similar procedure to determine whether
the sub-tier subcontractors with whom it contracts are also “responsible” subcontractors as
defined by RCW 39.06.020.
B. Documentation: The Bidder, if and when required as detailed below, shall submit a copy of
its standard subcontract form for review by the Contracting Agency, and a written
description of its procedure for validating the responsibility of subcontra ctors with which it
contracts.
4. Claims Against Retainage and Bonds
A. Criterion: The Bidder shall not have a record of excessive claims filed against the retainage
or payment bonds for public works projects in the three years prior to the bid submittal date,
that demonstrate a lack of effective management by the Bidder of making timely and
appropriate payments to its subcontractors, suppliers, and workers, unless there are
extenuating circumstances and such circumstances are deemed acceptable to the
Contracting Agency.
B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of
the public works projects completed in the three years prior to the bid submittal date that
have had claims against retainage and bonds and include for each project the following
information:
• Name of project
• The owner and contact information for the owner;
• A list of claims filed against the retainage and/or payment bond for any of the projects
listed;
• A written explanation of the circumstances surrounding each claim and the ultima te
resolution of the claim.
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5. Public Bidding Crime
A. Criterion: The Bidder and/or its owners shall not have been convicted of a crime involving
bidding on a public works contract in the five years prior to the bid submittal date.
B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement
(on a form to be provided by the Contracting Agency) that the Bidder and/or its owners
have not been convicted of a crime involving bidding on a public works contract.
6. Termination for Cause / Termination for Default
A. Criterion: The Bidder shall not have had any public works contract terminated for cause or
terminated for default by a government agency in the five years prior to the bid submittal
date, unless there are extenuating circumstances and such circumstances are deemed
acceptable to the Contracting Agency.
B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement
(on a form to be provided by the Contracting Agency) that the Bidder has not had any public
works contract terminated for cause or terminated for default by a government agency in
the five years prior to the bid submittal date; or if Bidder was terminated, describe the
circumstances.
7. Lawsuits
A. Criterion: The Bidder shall not have lawsuits with judgments entered against the Bidder in
the five years prior to the bid submittal date that demonstrate a pattern of failing to meet
the terms of contracts, unless there are extenuating circumstances and such
circumstances are deemed acceptable to the Contracting Agency.
B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement
(on a form to be provided by the Contracting Agency) that the Bidder has not had any
lawsuits with judgments entered against the Bidder in the five years prior to the bid
submittal date that demonstrate a pattern of failing to meet the terms of contracts, or shall
submit a list of all lawsuits with judgments entered against the Bidder in the five years prior
to the bid submittal date, along with a written explanation of the circumstances surrounding
each such lawsuit. The Contracting Agency shall evaluate these explanations to determine
whether the lawsuits demonstrate a pattern of failing t o meet of terms of construction
related contracts.
As evidence that the Bidder meets the Supplemental Criteria stated above, the apparent low Bidder
must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day following the
bid submittal deadline, a written statement verifying that the Bidder meets the supplemental criteria
together with supporting documentation (sufficient in the sole judgment of the Contracting Agency)
demonstrating compliance with the Supplemental Criteria. The Contracting Agency reserves the right
to request further documentation as needed from the low Bidder and documentation from other Bidders
as well to assess Bidder responsibility and compliance with all bidder responsibility criteria. The
Contracting Agency also reserves the right to obtain information from third-parties and independent
sources of information concerning a Bidder’s compliance with the mandatory and supplemental criteria,
and to use that information in their evaluation. The Contracting Agency may consider mitigating factors
in determining whether the Bidder complies with the requirements of the supplemental criteria.
The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria shall
include any documents or facts obtained by Contracting Agency (whether from the Bidder or third
parties) including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii)
information obtained directly by the Contracting Agency from others for whom the Bidder has worked,
or other public agencies or private enterprises; and (iii) any additional information obtained by the
Contracting Agency which is believed to be relevant to the matter.
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If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above
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.
Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with concerns
about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may make or
submit requests to the Contracting Agency to modify the criteria. Such requests shall be in writing,
describe the nature of the concerns, and propose specific modifications to the criteria. Bidders shall
submit such requests to the Contracting Agency no later than five (5) business days prior to the bid
submittal deadline and address the request to the Project Engineer or such other person designated
by the Contracting Agency in the Bid Documents.
1-02.15 Pre-Award Information
(August 14, 2013 APWA GSP)
Revise this section to read:
Before awarding any contract, the Contracting Agency may require one or more of these items or
actions of the apparent lowest responsible bidder:
1. A complete statement of the origin, composition, and manufacture of any or all materials to be
used,
2. Samples of these materials for quality and fitness tests,
3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time
required for the various phases of the work,
4. A breakdown of costs assigned to any bid item,
5. Attendance at a conference with the Engineer or representatives of the Engineer,
6. Obtain, and furnish a copy of, a business license to do business in the city or county where the
work is located.
7. Any other information or action taken that is deemed necessary to ensure that the bidder is the
lowest responsible bidder.
1-03 AWARD AND EXECUTION OF CONTRACT
1-03.1 Consideration of Bids
(January 23, 2006 APWA GSP)
Revise the first paragraph to read:
After opening and reading proposals, the Contracting Agency will check them for correctness of
extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit
and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has
been established for any item and the bidder’s unit or lump sum price is less than the minimum specified
amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the 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.
1-03.2 Award of Contract
Supplement this section with the following:
The Contract will be awarded to the apparent low bidder on the basis of the total of all bid items and
schedules accepted by the Contracting Agency. The Contractor shall submit bids for all bid schedules,
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including all alternate and/or additive bid schedules as applicable, to be considered a responsive
bidder.
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.
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 the calendar days after the award date stated above, the Contracting Agency may
grant up to a maximum of twenty (20) additional calendar days for return of the documents, provided
the Contracting Agency deems the circumstances warrant it.
Supplement this section with the following:
Failure to return the required documents within the allotted time shall be considered as non-responsive
and shall result in forfeiture of the bid bond or deposit of the bidder in accordance with Section 1-03.5.
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 a 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
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b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor)
to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material
person, or any other person who provides supplies or provisions for carrying out the
work;
4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project
under titles 50, 51, and 82 RCW; and
5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign the bond;
and
6. Be signed by an officer of the Contractor empowered to sign official statements (sole
proprietor or partner). If the Contractor is a corporation, the bond (s) must be signed by the
president or vice president, unless accompanied by written proof of the authority of the
individual signing the bond(s) to bind the corporation (i.e., corporate resolution, power of
attorney, or a letter to such effect by the president or vice president).
Supplement this section with the following:
The Contractor shall guarantee the material provided and workmanship performed under the Contract
for a period of one year from and after the final acceptance thereof by the Contracting Agency. Repair
and/or replacement of defective materials and workmanship shall be as specified in Section 1 -05.12(1).
In addition to the requirements for the Contract Bond according to Section 1-03.4 of the Standard
Specifications, the Bond shall further indemnify and hold the Contracting Agency harmless from defects
appearing or developing in the material or workmanship provided or per formed under the Contract
within a period of one year after final acceptance by the Contracting Agency. The Contract Bond
document is bound in these Specifications.
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
1-04.1 Intent of the Contract
1-04.1(2) Bid Items Not Included in the Proposal
Delete the first paragraph in its entirety and replace it with the following:
If work is required to complete the project according to the intent of the Plans and Specifica tions but no
bid item is provided in the Bid Schedule, then the Contractor shall include the cost for providing the
necessary work in the unit or lump sum price for the bid item most closely related to the work.
1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and
Addenda
(December 10, 2020 APWA GSP)
Revise the second paragraph to read:
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Any inconsistency in the parts of the contract shall be resolved by following this order of precedence
(e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth):
1. Addenda,
2. Proposal Form,
3. Special Provisions,
4. Contract Plans,
5. Standard Specifications,
6. Contracting Agency’s Standard Plans or Details (if any), and
7. WSDOT Standard Plans for Road, Bridge, and Municipal Construction.
1-04.4 Changes
Section 1-04.4 is supplemented with the following:
No changes in the work covered by the approved Contract Documents shall be made without having
prior written or oral (as deemed appropriate due to urgency of change) approval of the Owner. If oral
approval is granted, it shall be documented in writing shortly thereafter. Charges or credits for the work
covered by the approved change shall be determined by one or more, or a combination of the following
methods:
a. Unit bid prices previously approved.
b. An agreed lump sum.
c. The actual costs of:
(1) Labor, including foremen;
(2) Materials entering permanently into the work;
(3) The ownership or rental costs of construction plant and equipment during the time of use
on the extra work;
(4) Power and consumable supplies for the operation of power equipment;
(5) Insurance;
(6) Social Security and Medicare and unemployment contributions.
Should authorized changes be made based upon the actual cost of material and labor, the costs thereof
and costs allowed for overhead profit, bonds, insurance, etc., shall be determined via Section 1-09.6
Force Account of the Standard Specifications.
(April 30, 2020, WSDOT GSP)
Electronically Submitted Change Orders
Change Orders will be transmitted electronically to the Contractor for signature. The Contractor shall
apply all signatures electronically using a software as approved by the Contracting Agency. Within 21
days of execution of the Contract, the Contractor shall submit a Type 1 Working Drawing consisting of
the names, email addresses, and text message capable phone numbers for the authorized change
order signers and shall bear the name, phone number and email of the officer providing this
authorization. Delegation of authority to sign Change Orders shall be by the officer authorized to sign
the Contract in accordance with Section 1-02.1.
1-04.4(1) Minor Changes
Delete the first paragraph and replace it with the following:
Payments or credits for changes may be made under the Bid item “Minor Change”. At the discretion
of the Contracting Agency, this procedure for Minor Changes may be used in lieu of the more formal
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procedure as outlined in Section 1-04.4, Changes. All “Minor Change” work will be within the scope of
the Contract Work and will not change Contract Time.
1-04.6 Variation in Estimated Quantities
Supplement this section with the following:
The quantities listed in the unit price Bid Proposal are estimates for bidding purposes only. There will
be no adjustments in price due to increases or decreases in quantities regardless of the magnitude.
The 25 percent provisions of this Section 1-04.6 shall not apply to: All Bid Items. Payment will be
made at the unit contract price for actual quantities of work completed.
1-04.11 Final Cleanup
Supplement this section with the following:
Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of
the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection.
The cleanup work shall be done immediately upon written notification of the Engineer and other work
shall not proceed until this partial cleanup is accomplished. Should the Contractor not conduct the
cleanup as directed and in a timely manner, the Owner shall take action to have such cleanup work
completed by others and will deduct such costs from any payment due the Contractor.
1-05 CONTROL OF WORK
1-05.1 Authority of the Engineer
Supplement this section with the following:
Unless otherwise expressly provided in the Contract Drawings, Specifications, and Addenda, the
means and methods of construction shall be such as the Contractor may choose; subject, however, to
the Engineer's right to reject means and methods proposed by the Contractor which (1) will consti tute
or create a hazard to the work, or to persons or property; or (2) will not produce finished work in accor-
dance with the terms of the Contract. The Engineer's approval of the Contractor's means and methods
of construction or his failure to exercise his right to reject such means or methods shall not relieve the
Contractor of the obligation to accomplish the result intended by the Contract; nor shall the exercise of
such right to reject create a cause for action for damages.
At the Contractor's risk, the Engineer may suspend all or part of the work according to Section 1-08.6.
1-05.3 Working Drawings
Supplement this section with the following:
Working Drawings shall be transmitted to HLA with the Submittal Transmittal sheet provided to the
Contractor after project award, also found at: http://hlacivil.com/forms. The Submittal Transmittal form
includes certification language stating the submittal has been reviewed by the Contractor and complies
with the Plans and Specifications. Catalog cuts shall include marks to indicate the specific item that is
to be provided for the project and shall include applicable bid item number. If alternate items are
submitted for approval, the Contractor shall indicate the proposed location and use of the item.
If PDF format is found to be unacceptable, the Contractor shall submit to the Engineer for review and
approval, six copies of all Working Drawings required in the project documents. The data shown on
the Working Drawings will be complete with respect to dimensions, design criteria, products and
materials of construction, and like information to enable the Engineer to review the submittal. At the
time of submittal, the Contractor shall, in writing, call attention to any deviations that the item or material
submitted may have from the requirements of the Contract Specifica tions. When the Contractor does
call such deviations to the attention of the Engineer, the Contractor shall state in his letter whether or
not such deviations involve any deduction or extra cost adjustment.
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Unless otherwise approved by the Engineer, Working Drawings and samples shall be submitted only
by the Prime Contractor, who shall indicate by a signed stamp on the Working Drawing, or other means,
that he (the Prime Contractor) has checked the Working Drawing. The Contractor's stamp of approval
on the Working Drawings shall constitute a representation to the Owner and Engineer that the
Contractor has either determined and verified all quantities, dimensions, field construction criteria,
materials, catalog numbers, or similar data and assumes full responsibility for doing so, and that he has
reviewed or coordinated each Working Drawing or sample with the requirements of the Contract
Documents. Working Drawings submitted by subcontractors, directly to the Owner or sub-consultants,
will be rejected for the purpose of approval.
The practice of submitting incomplete or unchecked Working Drawings for the Engineer to correct or
finish will not be acceptable, and Working Drawings which, in the opinion of the Engineer, clearly
indicate that they have not been checked by the Contractor will be considered as not complying with
the intent of the Contract Documents and will be returned to the Contractor for resubmis sion in proper
form.
The Engineer will review with reasonable promptness Working Drawings and samples, but the
Engineer's review shall be only for conformance with the design concept of the Project and for
compliance with the information given in the Contract Documents and shall not extend to the means,
methods, sequences, techniques or procedures of construction, or to safety precautions or programs
incidental thereto. The review by the Engineer of a separate item as such will not indicate review of
the assembly in which the item functions.
When the Working Drawings have been reviewed by the Engineer, an electronic (.pdf) copy including
a transmittal memo will be returned to the Contractor. No submittal or Working Drawing will be
recognized without the Engineer’s review attached. In case of dispute, the Engineer’s electronic copy
will be recognized as the accepted copy of record. If major changes or corrections are necessary, the
Working Drawings may be rejected, and one set will be returned to the Contractor with such c hanges
or corrections indicated. The Contractor shall make any corrections required by the Engineer and shall
resubmit the required number of corrected Working Drawings or samples for review. No changes shall
be made by the Contractor to resubmitted Work ing Drawings other than those changes indicated by
the Engineer, unless such changes are clearly described in a letter accompanying the resubmitted
Working Drawings.
Where a Working Drawing or sample is required by the Specifications, no related work shall be
commenced until the submittal has been reviewed and approved by the Engineer.
1-05.3(3) “Or Equal” Materials (New Section)
The following new section shall be added to the Standard Specifications:
The Contract, if awarded, will be on the basis of materials and equipment specified or described in the
Contract Documents, including “or equal” materials and equipment as specified in the Technical
Specifications, or those substitute materials and equipment approved by the Engineer and identified by
Addendum. The materials and equipment described in the Contract Documents establish a standard
of required type, function, and quality to be met by any proposed substitute or “or equal” item. Request
for Engineer’s clarification of materials and equipment considered “or equal” must be received by the
Engineer at least five (5) days prior to the bid opening date. The burden of proof of the merit of the
proposed item is upon the Bidder. Engineer’s decision of approval or disapproval of a proposed item
will be final. If Engineer approves any proposed substitute item, such approval will be set forth in an
Addendum issued to all prospective Bidders. Bidders shall not rely upon approvals made in any other
manner.
The Engineer will be allowed a reasonable time within which to evaluate each proposal or submi ttal.
The Engineer may require the Contractor to furnish additional data regarding the proposed substitute
item. The Engineer will be the sole judge of acceptability. No “or equal” or substitute will be ordered,
installed or utilized until the Engineer’s review is complete, which will be evidenced by either a Change
Order for a substitute or an approved Working Drawing for an “or equal.” The Engineer will advise the
Contractor in writing of any negative determination.
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The Engineer will record the Engineer’s costs in evaluating a substitute proposed or submitted by the
Contractor. Whether or not the Engineer approves a substitute item so proposed or submitted by
Contractor, the Contractor shall reimburse the Owner for the charges of the Engineer for evalu ating
each such proposed substitute. The Contractor shall also reimburse the Owner for the Engineer's fees
of making changes in the Contract Documents (or in the provisions of any other direct contract with the
Owner) resulting from acceptance of each pro posed substitute.
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 Engin eer from monies due, or to become due, the
Contractor. Such direct and indirect costs shall include in particular, but without limitation,
compensation for additional professional services required, and costs for repair and replacement of
work of others destroyed or damaged by correction, removal, or replacement of the Contractor’s
unauthorized work.
No adjustment in contract time or compensation will be allowed because of the delay in the performance
of the work attributable to the exercise of the Contracting Agency’s rights provided by this Section.
The rights exercised under the provisions of this section shall not diminish the Contracting Agency’s
right to pursue any other avenue for additional remedy or damages with respect to the Contractor’s
failure to perform the work as required.
1-05.8 Survey Monuments (New Section)
The following new section shall be added to the Standard Specifications:
The Contracting Agency will, at its own cost, reference all known existing monu ments or markers
relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take
special care to protect these monuments or markers and also the reference points. In the event the
Contractor is negligent in preserving such monuments and markers, the points will be reset by a
licensed surveyor at the Contractor's expense.
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, in writing, and request the Engineer establish the Substantial Completion Date. The Contractor’s
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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 n otify the Contractor giving the
reasons therefore.
Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the
Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to
reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised
schedule indicating when the Contractor expects to reach substantial and physical completion of the work.
The above process shall be repeated until the Engineer establishes the Substantial Completion Date and
the Contractor considers the work physically complete and ready for final inspection.
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 c ontinue until the Engineer is satisfied the
listed deficiencies have been corrected.
If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing
the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are
necessary to correct those deficiencies pursuant to Section 1-05.7.
The Contractor will not be allowed an extension of contract time because of a delay in the performance of
the work attributable to the exercise of the Engineer’s right hereunder.
Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in
writing, of the date upon which the work was considered physically complete. That date shall constitute the
Physical Completion Date of the contract but shall not imply acceptance of the work or that all the obligations
of the Contractor under the contract have been fulfilled.
1-05.11(3) Operational Testing
It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable
system. Therefore, when the work involves the installation of machinery or other mechanical equipment;
street lighting, electrical distribution or signal systems; irrigation systems; buildings; or o ther 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 En gineer,
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.
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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.
1-05.12(1) One-Year Guarantee Period (New Section)
(March 8, 2013 APWA GSP)
The following new section shall be added to the Standard Specifications:
The Contractor shall return to the project and repair or replace all defects in workmanship and material
discovered within one year after Final Acceptance of the Work. The Contractor shall start work to
remedy any such defects within 7 calendar days of receiving Contracting Agency’s written notice of a
defect and shall complete such work within the time stated in the Contracting Agency’s notice. In case
of an emergency, where damage may result from delay or where loss of services may result, such
corrections may be made by the Contracting Agency’s own forces or another contractor, in which case
the cost of corrections shall be paid by the Contractor. In the event the Contractor does not accomplish
corrections within the time specified, the work will be otherwise accomplished and the cost of same
shall be paid by the Contractor.
When corrections of defects are made, the Contractor shall then be responsible for correcting all defects
in workmanship and materials in the corrected work for one year after acceptance of the corrections by
Contracting Agency.
This guarantee is supplemental to and does not limit or affect the requirements that the Contractor’s
work comply with the requirements of the Contract or any other legal rights or remedies of the
Contracting Agency.
Supplement this section with the following:
The Contractor agrees the above one-year limitation shall not exclude nor diminish the Contracting
Agency's rights under any law to obtain damages and recover costs resulting from defective and
unauthorized work discovered after one year.
1-05.13 Superintendents, Labor and Equipment of Contractor
(August 14, 2013 APWA GSP)
Delete the sixth and seventh paragraphs of this section.
1-05.15 Method of Serving Notices
(March 25, 2009 APWA GSP)
Revise the second paragraph to read:
All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence
from the Contractor constituting any notification, notice of protest, notice of dispute, or other
correspondence constituting notification required to be furnished under the Contract, must be in paper
format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electr onic
copies such as e-mails or electronically delivered copies of correspondence will not constitute such
notice and will not comply with the requirements of the Contract.
1-05.16 Water and Power (New Section)
The following new section shall be added to the Standard Specifications:
Water Supply: Water for use on this project shall be furnished by the Contracting Agency and the
Contractor shall convey the water from the nearest convenient hydrant or other source at his own
expense. The hydrants shall be used in accordance with the appropriate Water Department regula -
tions. The Contracting Agency reserves the right to deny the use of fire hydrants where deemed
inappropriate by the Contracting Agency.
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Power Supply: The Contractor shall make necessary arrangements and shall bear the costs for power
necessary for the performance of the work.
Measurement and Payment: No separate measurement and payment for water and power will be
made. This pertains to water required for dust control, water settling trenches (when approved by the
Engineer), and any other water as required by the Contract Documents. All costs for hauling,
conveying, and applying water shall be included in the various bid items of the proposal.
1-06 CONTROL OF MATERIAL
1-06.1(4) Fabrication Inspection Expense
(June 27, 2011 APWA GSP)
Delete this section in its entirety.
1-06.6 Recycled Materials
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 this project.
Approval of such material use shall be as detailed elsewhere in the Standard Specifications.
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 prov isions 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 Contrac tor shall establish, publish, and
make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor’s
care, persons, including employees, who may have been injured on the project site. Employees should
not be permitted to work on the project site before the Contractor has established and made known
procedures for removal of injured persons to a hospital or a doctor’s care.
The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor ’s
plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper
maintenance, use, or operation. The Contractor shall be solely and completely responsible for the
conditions of the project site, including safety for all persons and property in the performance of the
work. This requirement shall apply continuously, and not be limited to normal working hours. The
required or implied duty of the Engineer to conduct construction review of the Contractor’s performance
does not, and shall not, be intended to include review and adequacy of the Contractor’s safety
measures in, on, or near the project site.
Section 1-07.1 is revised to read:
(February 25, 2021 WSDOT GSP)
General
The Contractor shall always comply with all Federal, State, tribal, or local laws, ordinances, and
regulations that affect Work under the Contract. The Contractor shall indemnify, defend, and save
harmless the Contracting Agency (including any agents, officers, and employees) against any claims
that may arise because the Contractor (or any employee of the Contractor or Subcontractor or
materialperson) violated a legal requirement.
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-22
Without usurping the authority of other agencies, the Contracting Agency will cooperate with them in
their efforts to enforce legal requirements. Upon awareness of a violation of a legal requirement, the
Engineer will notify the Contractor in an effort to achieve compliance. The Engineer may also notify
the agency responsible for enforcement if the Engineer deems that action is necessary to achieve
compliance with legal requirements. The Engineer will also assist the enforcement agency to obtain
Contractor compliance to the extent such assistance is consistent with the provisions of the Contract.
Health and Safety
The Contractor shall be responsible for the safety of all workers and shall comply with all appropriate
state safety and health standards, codes, rules, and regulations, including, but not limited to, those
promulgated under the Washington Industry Safety and Health Act RCW 49.17 (WISHA) and as set
forth in Title 296 WAC (Department of Labor and Industries). In particular the Contractor’s attention is
drawn to the requirements of WAC 296.800 which requires employers to provide a safe workplace.
More specifically WAC 296.800.11025 prohibits alcohol and narcotics from the workplace. The
Contractor shall likewise be obligated to comply with all federal safety and health standards, codes,
rules, and regulations that may be applicable to the Contract Work. A copy of all safety plans (e.g., fall
protection work plan) that are developed by the Contractor shall be submi tted to the Engineer as a Type
1 Working Drawing. When requested by the Engineer, the Contractor shall provide training to
Contracting Agency employees working on-site for any activity covered by a safety plan. Costs for
training that is provided solely to Contracting Agency employees will be paid to the Contractor in
accordance with Section 1-09.4.
Mine Safety
U.S. Mine Safety and Health Administration rules apply when the project includes pit or quarry
operations. Among other actions, these regulations require the Contractor to notify the nearest Mine
Safety and Health sub district office (1) of the project before it begins, (2) of the starting date, and (3)
of the Physical Completion Date.
Wells
When wells are included in the contract or encountered as part of the Work, the Contractor shall meet
all the requirements in WAC 173-160 Minimum Standards for Construction and Maintenance of Wells
and all environmental considerations for installing, protecting in place, d ecommissioning, or
abandonment of wells.
Changes to Laws to be Observed
General
The Contracting Agency will not adjust payment to compensate the Contractor for changes in legal
requirements unless those changes are specifically within the scope of RCW 39.04.120. For
changes under RCW 39.04.120, the Contracting Agency will compensate the Contractor by
negotiated change order as provided in Section 1-51 04.4.
Taxes
Under certain conditions, the Contracting Agency will adjust payment to compensate for tax
changes. First, the changes shall involve federal or state taxes on materials or fuel used in or
consumed for the project. Second, the changes shall increase or decrease Contractor-paid taxes
by more than $500. For items in the original Contract, the tax change must occur after the Bid
opening date. For negotiated Contracts or items in a supplemental agreement, the tax change
must take place after the execution date of the Contract or agreement. Within these conditions,
the Contracting Agency will adjust compensation by the actual dollar amounts of increase or
decrease caused by the tax changes. If the Engineer requests it, the Contractor shall certify in
writing that the Contract price does not include any ext ra amount to cover a possible change in
taxes.
The Contracting Agency may audit the records of the Contractor as provided in Section 1-09.12, to
verify any claim for compensation because of changes in laws or taxes.
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-23
COVID-19 Health and Safety Plan (CHSP)
(May 13, 2020 WSDOT GSP)
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).
Amend the second sentence of the first paragraph to read:
The Contractor shall indemnify and save harmless the State (including the Commis sion, the Secretary,
and any agents, officers, and employees) and the Contracting Agency (including any agents, officers,
employees, and representatives) against any claims which may arise because the Contractor (or any
employee of the Contractor or subcontractor or materialman) violated a legal requirement.
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 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 syst ems 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.
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-24
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 bi d 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 Contra cting 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
(May 13, 2020 WSDOT GSP)
Section 1-07.4(2) is revised to read:
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 ph ysical 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.
The Contractor shall update and resubmit the CHSP as the work progresses and new activities a ppear
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 St ate
workers in the field, Contractor personnel, consultants, project staff, subcontractors, suppliers and
anyone on the project site, staging areas, or yards.
Payment for the CHSP is incidental and no additional payment will be made.
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 Eng ineer
that the noncompliance incident has been corrected before the suspension will end.
1-07.5 Environmental Regulations
1-07.5(3) State Department of Ecology
Section 1-07.5(3) is supplemented with the following:
(February 25, 2021 WSDOT GSP)
10. Comply with WAC 173-160 Minimum Standards for Construction and Maintenance of Wells.
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1-07.6 Permits and Licenses
Supplement this section with the following:
The Contractor and all subcontractors are responsible for obtaining and paying for business licenses
in the City of Pasco.
No hydraulic permits are required for this project unless the Contractor’s operations use, divert,
obstruct, or change the natural flow or bed of any river or stream, or utilize any of the waters of the
State or materials from gravel or sand bars, or from str eam beds.
All costs required to comply with this section shall be the responsibility of the Contractor.
1-07.7 Load Limits
(March 13, 1995 WSDOT GSP)
Supplement this section with the following:
If the sources of materials provided by the Contractor necessitates hauling over roads other than State
Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the
haul routes.
1-07.13 Contractor’s Responsibility for Work
1-07.13(3) Relief of Responsibility for Damage by Public Traffic
Delete this section and replace it with the following:
When it is necessary for public traffic to utilize the street and associated facilities during construction,
the Contractor shall be responsible for damages to improvements. The Contractor shall provide all
necessary protection and temporary facilities to accommodate both vehicular and pedestrian traffic
during construction.
1-07.13(4) Repair of Damage
(August 6, 2001 WSDOT GSP)
Section 1-07.13(4) is revised to read:
The Contractor shall promptly repair all damage to either temporary or permanent work as directed by
the Engineer. For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2) or 1-07.13(3),
payment will be made in accordance with Section 1-04.4. Payment will be limited to repair of damaged
work only. No payment will be made for delay or disruption of work.
1-07.16 Protection and Restoration of Property
Section 1-07.16 is supplemented with the following:
(February 25, 2021 WSDOT GSP)
Protection of Wells
The Contractor shall save and protect existing wells throughout the life of the Contract at the locations
as shown in the Plans. For the definition of wells types see WAC 173-160-111 and WAC 173-160-410.
The existing wells shall not be disturbed during any construction activity.
Discovery of Unidentified Wells
If unidentified wells are encountered by the Contractor, they shall not be further disturbed. The
Contractor shall ensure any unidentified wells encountered are protected from all construction a ctivities
including spills. The Contractor shall follow the procedures set forth in Section 1 -04.7. The Engineer
will determine if the well will be protected in accordance with Section 1-07.1, 1-07.5(3), and 1-07.16 or
the well will be decommissioned as part of the Work.
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-26
1-07.17 Utilities and Similar Facilities
Supplement this section with the following:
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.
The following addresses and telephone number of utility companies known or suspected of having
facilities within the project limits are supplied for the Contractor's convenience:
Benton Franklin Transit
Richard Ciccone
ciccone@bft.org
1000 Columbia Park Trail
Richland, WA 99352
(509) 735-4131
(509) 735-1800 Fx
Big Bend Electric Cooperative
Duane Johnson
admin@bbec.org
PO Box 348
Ritzville, WA 99169
(866) 844-2363
(509) 659-1700
(509) 659-1404 Fx
BNRR
Jim Breene, Superintendent
PO Box 1309
Pasco, WA 99301
Bonneville Power Admin.
Stephanie Lorenz, Realty Specialist
selorenz@bpa.gov
Real Property Field Services
2211 N. Commercial Ave
Pasco, WA 99301
(509) 544-4748
Cascade Natural Gas
Arnie Garza
arnie.garza@cngc.com
8311 W. Grandridge Blvd.
Kennewick, WA 99336
(509) 735-7333
(509) 735-9141 Fx
Century Link
Tobias Mears
tobias.mears@centurylink.com
Sunnyside, WA
(509) 839-6651 - Office
(509) 305-7503 - Cell
Charter Communications
Antonio "Tony" Campos
Antonio.Campos@charter.com
639 N. Kellogg
Kennewick, WA 99336
(509) 572-0537 cell
Corps of Engineers
(509) 547-2048
(509) 547-6720 Fx
Chiawana Park Reservations for Pavillion
Janet
(509) 547-2048 #8
Ice Harbor
Lanelle Adams
(509) 543-6060
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Dept. of Natural Resources
Mark Bonet
2211 Airport Rd.
Ellensburg, WA 98926
FCID-Franklin County Irrigation District
John Burns
fcid1@owt.com
jburn@pocketinet.com
PO Box 3907
Pasco, WA 99302
(509) 547-4912
(509) 545-1160 Fx
Fire Department (Pasco)
Chief Bob Gear
GEARB@pasco-wa.gov
509-543-5701
Franklin County Engineering Dept.
Craig Erdman, County Engineer
publicworks@co.franklin.wa.us
3416 Stearman Ave.
Pasco, WA 99301
(509) 545-3514
(509) 545-2133 Fx
Franklin County PUD
Aaron Gonzalez
agonzalez@franklinpud.com
PO Box 2407
Pasco, WA 99302
(509) 547-5591
(509) 547-4116 Fx
Williams Pipeline
Paul Fincher
paul.m.fincher@williams.com
606 S. Oregon Ave.
Pasco, WA 99301
(509) 544-9216
(509) 544-0866 Fx
Locations and dimensions shown on the Plans for existing facilities are in accordance with available
information obtained without uncover ing, measuring, or other verification. It shall be the Contractor's
responsibility to investigate the presence and location of all utilities prior to bid opening and to assess
their impacts on his construction activities.
The Contractor shall call the Utility Notification Center (One-Call Agency) for field location, not less than
two or more than ten business days before the scheduled date for commencement of excavation which
may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A
business day is defined as any day other than Saturday, Sunday, or a legal local, state, or federal
holiday. The telephone number for the One-Call Agency for this project is 1-800-424-5555. If no one-
number locator service is available, notice shall be provided individu ally by the Contractor to those
owners known to or suspected of having underground facilities within the area of proposed excavation.
It is the responsibility of the Contractor to verify pertinent locations and elevations of utility connection
points and utility crossings. The Contractor shall field verify depths of utilities by potholing prior to
beginning any new construction to allow for adjustment in grade or alignment. Potholing shall be
considered incidental to other bid items and no additional compensation will be paid.
Utilities, new or old, may be renewed, relocated, or adjusted for the proposed construction. The
Contractor shall, prior to beginning any work, meet with all utility organizations (public and private) in
the field to familiarize himself with existing utility locations, along with familiar izing himself with plans
and schedules for the installation of new, relocated, or adjusted utilities. Both public and private utility
organizations, along with private contractors working for these organizations, may be doing utility
installations within the area. The Contractor shall coordinate the proposed construction work with these
utility installations. Additionally, the Contractor shall coordinate and bear the cost of any needs for
supporting utility poles in place.
The Contractor shall arrange with the owners and operators of the respec tive utility systems to mark
the locations and, if necessary or prudent, to expose the existing utilities prior to construction of t he
facilities contained in this Contract.
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-28
The Contractor shall coordinate his work with other contractors who may be work ing in the project area
and cooperate with them.
The Contractor is alerted to the existence of Chapter 19.122 RCW, a law relating to underground
utilities. Any cost to the Contractor incurred as a result of this law shall be at the Contractor's expense.
In addition to the requirements of RCW 19.122, th e Contractor shall use surface features and other
evidence in determining the approximate utility location prior to excavation.
Where the location of the work is in proximity to overhead wires and power lines, the Contractor shall
coordinate all work with the utility and shall provide for such measures as may be necessary for the
protection of workmen.
1-07.18 Public Liability and Property Damage Insurance
Delete this section in its entirety, and replace it with the following:
Within ten (10) days following contract award or prior to start of construction, whichever comes first, the
Contractor shall furnish the Owner a Certificate of Insurance and the additional insured endorsements
as evidence of compliance with these requirements. This certificate shall name the CITY OF PASCO,
its employees, agents, elected and appointed officials, HLA Engineering and Land Surveying, Inc.
(HLA), as “additional insureds” and shall stipulate that the policies named thereon cannot be canceled
unless at least thirty (30) days written notice has been given to the Owner. The certificate shall not
contain the following or similar wording regarding cancellation notification: “Failure to mail such notice
shall impose no obligation or liability of any kind upon the company, its agents, or representatives.”
The Contractor shall obtain and keep in force the following policies of insurance. The policies shall be
with companies or through sources approved by the State Insurance Commissioner pursuant to
Chapter 48.05, RCW. Unless otherwise indicated below, the policies shall be kept in force from the
execution date of the contract until the date of acceptance by the Owner.
1. Commercial General Liability Insurance written under ISO Form CG0001 or its equivalent with
minimum limits of $3,000,000 per occurrence and in the aggregate for each policy period. This
protection may be a CGL policy or any combination of primary, umbrella or excess liability coverage
affording total liability limits of not less than $3,000,000. Products and completed operations
coverage shall be provided for a period of one year following final acceptance of the work.
2. Commercial Automobile Liability Insurance providing bodily injury and property damage liability
coverage for all owned and non-owned vehicles assigned to or used in the performance of the work
with a combined single limit of not less than $1,000,000 each occurrence with the Owner named
as an additional insured in connection with the Contractor’s Performance of the contract.
The Commercial General Liability policy and the Commercial Automobile Liability Insurance policy may,
at the discretion of the Contractor, contain provisions for a deductible. If a deductible applies to any
claim under these policies, then payment of that deductible will be the responsibility of the Co ntractor,
notwithstanding any claim of liability against the Contracting Agency. However, in no event shall any
provision for a deductible provide for a deductible in excess of $50,000.00.
Prior to contract execution, the Contractor shall file with the Engineer ACORD Form Certificates of
Insurance evidencing the minimum insurance coverages required under these specifications.
All insurance policies and Certificates of Insurance shall include a requirement providing for a minimum
of a 30-day prior written notice to the Contracting Agency of any cancellation or reduction of coverage.
All insurance coverage required by this section shall be written and provided by “occurrence -based”
policy forms rather than by “claims made” forms.
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 a five working day notice to
the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or
renew such insurance and pay any and all premiums in connection therewith, with any sums so
expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-29
Agency, offset against funds due the Contractor from the Contracting Agency. All costs for insurance,
including any payments of deductible amounts, shall be considered incidental to and included in the
unit contract prices and no additional payment will be made.
The Contractor is responsible for all his subcontractors’ actions and omissions.
1-07.23 Public Convenience and Safety
1-07.23(1) Construction Under Traffic
Add the following after the fourth sentence of the second paragraph:
Deficiencies not caused by the Contractor’s operations shall be repaired by the Contractor when
directed by the Engineer, at the Contracting Agency’s expense.
Replace item 2. of the second paragraph with the following:
2. Keep existing traffic signal and lighting systems in operation as the work proceeds. (The
Contracting Agency will continue the routine maintenance on such system.)
Add the following to the third paragraph:
5. Maintain vehicular and pedestrian access to businesses at all time s that businesses are open.
Add the following to the sixth paragraph:
7. Open trenches and excavations shall be protected with proper barricades and at night , they shall
be distinctively indicated by adequately placed lights.
Add the following paragraph:
It shall be the responsibility of the Contractor to seek the approval of and notify the Resident Engineer
and the Police and Fire Depart ments at least 24 hours prior to closing any street, in addition to
coordinating the proposed closures with the Contracting Agency to ensure proper detouring of traffic.
When the street is re-opened, it shall again be the responsibility of the Contractor to notify the above
named departments and persons.
The last paragraph of Section 1-07.23(1) is revised to read:
(September 30, 2020 WSDOT GSP)
The Contractor shall conduct all operations to minimize any drop -offs (abrupt changes in roadway
elevation) left exposed to traffic during nonworking hours. Unless otherwise specified in the Traffic
Control Plan, drop-offs left exposed to traffic during nonworking hours shall be protected as follows with
an accepted traffic control plan submittal in accordance with Section 1-10.2(2):
1. Drop-offs up to 0.20 foot, unless otherwise ordered by the Engineer, may remain exposed with
appropriate warning signs alerting motorists of the condition.
2. Drop-offs more than 0.20 foot that are in the Traveled Way or Auxiliary Lane will not be allowed
unless protected with appropriate warning signs and further protected as indicated in 3b or 3c
below.
3. Drop-offs more than 0.20 foot, but no more than 0.50 foot, that are not within the Traveled Way
shall be protected with appropriate warning signs and further protected by having one of the
following:
a. A wedge of compacted stable material placed at a slope of 4:1 or flatter.
b. Channelizing devices (Type I barricades, plastic safety drums, or other devices 36 inches
or more in height) placed along the traffic side of the drop-off and a new edge of pavement
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-30
stripes placed a minimum of 3 feet from the drop-off. The maximum spacing between the
devices in feet shall be the posted speed in miles per hour. Pavement drop-off warning
signs shall be placed in advance and throughout the drop-off treatment.
c. A temporary concrete barrier, temporary steel barrier, or other approved traffic barrier
installed on the traffic side of a drop-off with a new edge line placed a minimum of 2-feet
from the traffic face of the barrier. The barrier shall have a lateral offset from the edge of
the drop-off to the back of the barrier as follows:
i. A minimum offset of 3-feet for temporary Type F or Type 2 concrete barrier when not
anchored.
ii. A minimum offset of 1-foot for temporary Type F or Type 2 concrete barrier when
anchored on hot mix asphalt pavement as shown on WSDOT Standard Plans C-60.10
or K-80.35.
iii. A minimum offset of 1-foot for temporary Type F concrete barrier when anchored on
cement concrete pavement as shown on WSDOT Standard Plan C-60.10.
iv. A minimum offset of 9-inches for temporary Type F or Type 2 concrete barrier when
anchored on cement concrete pavement and/or concrete bridge decks as sho wn on
WSDOT Standard Plan K-80.35.
v. A minimum offset of 6-inches or 9-inches for temporary Type F or Type 2 narrow base
concrete barrier when anchored on cement concrete pavement and concrete bridge
decks as shown on WSDOT Standard Plan K-80.37.
vi. A minimum offset following manufacturer recommendations for temporary steel barrier
when not anchored; or when anchored on hot mix asphalt pavement, cement concrete
pavement, or concrete bridge decks.
vii. A minimum offset as directed by the Engineer for any barrier type or configuration not
shown in this Section.
An approved terminal, flare, or impact attenuator is required at the approach end of the
barrier run, and is required at the trailing end of a barrier run in two -way operations when
shown in the plans or as directed by the Engineer.
4. Drop-offs more than 0.50 foot not within the Traveled Way or Auxiliary Lane 21 shall be
protected with appropriate warning signs and further protected as 22 indicated in 3a, 3b, or 3c
if all of the following conditions are met:
a. The drop-off is less than 2 feet;
b. The total length throughout the project is less than 1 mile;
c. The drop-off does not remain for more than 3 working days;
d. The drop-off is not present on any of the holidays listed in Section 1-08.5; and
e. The drop-off is only on one side of the Roadway.
5. Drop-offs more than 0.50 foot that are not within the Traveled Way or Auxiliary Lane and are
not otherwise covered by No. 4 above shall be protected with appropriate warning signs and
further protected as indicated in 3a or 3c.
6. Open trenches within the Traveled Way or Auxiliary Lane shall have a steel plate cover placed
and anchored over them. A wedge of suitable material, if required, shall be placed for a smooth
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-31
transition between the pavement and the steel plate. Warning signs shall be used to alert
motorists of the presence of the steel plates.
1-07.23(2) Construction and Maintenance of Detours
Add the following to the third paragraph:
The Contractor shall maintain vehicular and pedestrian access to businesses at all times that
businesses are open, unless work is occurring immediately in front of the doorway. It shall be the
responsibility of the Contractor to maintain pedestrian traffic and business access throughout the
duration of the project. At a minimum, the Contractor shall:
1. Minimize the disruption in front of the business access by removing sidewalk on either side of
the access and leaving the existing sidewalk in place as long as possible and, likewise, shall
sequence the installation of the new sidewalk to provide access to the business;
2. Provide gravel surfacing (crushed surfacing top course) access across the construction area to
the door of the business;
3. Provide boardwalks and bridging where gravel surfacing cannot be provided or, by the nature
of the business or where directed by the Engineer, wheeled access by strollers and wheelchairs
is critical to the business and cannot be provided through the gravel surfacing;
4. Provide temporary sidewalk signs directing pedestrians through the construction, notifying
pedestrians of alternative routes, and directing pedestrians to businesses where means of
access is not obvious; and
5. Adjusting times of construction immediately in front of a business access to times of the day
when the business is closed, or business activity is light. For example, construction in front of
a deli would be restricted during the lunch hour.
6. When construction activities will affect ingress and egress to a property along the pro ject
alignment, the Contractor shall be responsible for notifying the occu pant/occupants of the
property 24 hours prior to the construction activity beginning. If personal contact with the
occupant is not possible, the Contractor shall leave written not ification.
7. Local access shall be maintained to the residents within the project limits at all times.
1-07.24 Rights of Way
(July 23, 2015 APWA GSP)
Delete this section in its entirety, 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 th e 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.
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Each property owner shall be given a 48-hour 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 ow ner of
each property disturbed or otherwise interfered with by reasons of construction pursued under this
contract. The statement shall be signed by the private property owner, or proper authority acting for
the owner of the private property affected, stating that permission has been granted to use the property
and all necessary permits have been obtained or, in the case of a release, that the restoration of the
property has been satisfactorily 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.
1-07.28 Safety Standards (New Section)
The following new section shall be added to the Standard Specifications:
All work shall be performed in accordance with all applicable local, state, and federal health and safety
codes, standards, regulations, and/or accepted industry standards. It shall be the responsibility of the
Contractor to ensure that his work force and the public are adequately protected against any hazards.
The Contracting Agency shall have the authority at all times to issue a stop work order at no penalty to
the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public,
property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility
for the maintenance of safe working conditions or assess any responsibility to the Contracting Agency
or Engineer for the identification of any or all unsafe conditions.
1-07.29 Notifying Property Owners (New Section)
The following new section shall be added to the Standard Specifications:
When construction activities will affect ingress and egress or utility service to a property along the
project alignment, the Contractor shall be responsible for notifying the occupant/occupants of the
property 24 hours prior to the construction activity beginning. If personal contact with the occupant is
not possible, the Contractor shall leave written notification. Property owner notification requirements
shall be coordinated with the Owner.
1-08 PROSECUTION AND PROGRESS
Add the following new section:
1-08.0 Preliminary Matters
(May 25, 2006 APWA GSP)
Add the following new section:
1-08.0(1) Preconstruction Conference
(October 10, 2008 APWA GSP)
Prior to the Contractor beginning the work, a preconstruction conference 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;
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3. To establish and review procedures for progress payment, notifications, approvals, submittals,
etc.;
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
(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 th e 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 five (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 representati ves to be present during the work.
Representatives who may be deemed necessary by the Engineer include, but are not limited to:
crews; personnel from the Contracting Agency’s material testing lab; inspectors; and other
contracting Agency employees or third-party consultants, when, in the opinion of the Engineer,
such work necessitates their presence.)
2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard
to the contract time.
3. Considering multiple work shifts as multiple working days with respect to contract time even though
the multiple shifts occur in a single 24-hour period.
4. If a 4-10 work schedule is requested and approved the non-working day for the week will be
charged as a working day.
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5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded
properly on certified payroll.
1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees (New Section)
The following new section shall be added to the Standa rd Specifications:
Where the Contractor elects to work on a nonworking day, as defined in Section 1 -08.5 of the Standard
Specifications, or longer than the normal working hours specified in Section 1 -08.0(2), such work shall
be considered as overtime work. If a 4-10 schedule is approved and the Contractor elects to work the
fifth day or works multiple shifts in a single 24-hour period, such work shall be considered overtime
work, or the Contractor will be charged an additional working day, at his option. On all such overtime
work, a Resident Engineer will be present. In all such cases, the Contracting Agency may deduct
overtime costs of employees and/or representatives of the Contracting Agency from amounts due or to
become due to the Contractor.
The Contractor by these specifications does hereby authorize the Engineer to deduct such costs from
the amount due or to become due to the Contractor.
1-08.1 Subcontracting
Supplement this section with the following:
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)
https://www.wsdot.wa.gov/publications/fulltext/forms/421-012.PDF
Contractor’s records pertaining to the requirements of this Special Provision shall be open to inspection
or audit by representatives of the Contracting Agency during the life of the contract and for a period of
not less than three years after the date of acceptance of the contract. The Contractor shall retain these
records for that period. The Contractor shall also guarantee that these records of all Subcontractors
and lower tier Subcontractors shall be available and open to similar inspection or audit f or the same
time period.
(May 30, 2019 APWA GSP, Option B)
Delete the ninth paragraph, beginning with “On all projects, the Contractor shall certify…”.
1-08.3 Progress Schedule
Delete this section and replace it with the following:
Following Contract award and satisfactory provision or execution of all required Contract Documents,
the Engineer will schedule a preconstruction conference at a time mutually agreeable to all concerned.
At this conference, all points of the Contract Documents will be open to discussion including scope,
order and coordination of work, equipment lead time required, means and methods of construction,
inspection and reporting procedures, etc. The Contractor should satisfy himself that all provisions and
intentions of the Contract are fully understood.
The Contractor shall prepare and submit to the Engineer at the preconstruction conference a
Construction Progress and Completion Schedule using a bar graph format. Items in the Schedule shall
be arranged in the order and sequence in which they will be performed. The Schedule shall conform
to the working time and time of completion established under the terms of the Contract and shall be
subject to modification by the Engineer. The Schedule shall be drawn to a time scale, shown along the
base of the diagram, using an appropriate measurement per day with weekends and holidays indi cated.
The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon
the first working day of each month or upon issuance of any Change Order which substantially affects
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the scheduling. Electronic copies of newly updated schedules shall be sent to the Engineer, as
directed, immediately upon preparation.
Seasonal weather conditions shall be considered in the planning and scheduling of work influenced by
high or low ambient temperature or precipitation to ensure the completion of the work within the
Contract Time. No time extensions will be granted for the Contractor's failure to take into account such
weather conditions for the location of the work and for the period of time in which the work is to be
accomplished.
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.
Supplement this section with the following:
Failure of the Contractor to begin work by the date set forth in the Notice to Proceed will be considered
grounds for Termination for Default as specified under Section 1-08.10(1) of the Standard Specifica-
tions.
1-08.5 Time for Completion
Add the following to the first paragraph:
Fifteen (15) working days after the date set forth in the Notice to Proceed shall be allowed for completion
of all Contract work. All work will be suspended between January 3, 2021 and January 14, 2021. If
construction begins before January 3, 2021, the site shall be secured and maintained for the
suspension duration.
Add the following paragraph after the second paragraph:
Inclement weather shall not be a prima facie reason for the granting of an extension of time, and the
Contractor shall make every effort to continue work under prevailing conditions. The Owner may,
however, grant an extension of time if an unavoidable delay as a result of inclement weather in fact
occurs, and such shall then be classified as a “delay”. An “inclement” weather delay day is defined as
a day on which the Contractor is prevented by inclement weather or conditions resulting immediately
therefrom adverse to the current controlling operation or critical path activity, as determined by the
Resident Engineer, from proceeding with at least 75 percent of the normal labor and equipment force
engaged on such operation for at least 60 percent of the total daily time being currently spent on the
controlling operation or critical path activity.
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(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
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. Material Acceptance Certification Documents
b. Final Contract Voucher Certification
c. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all
Subcontractors
d. If applicable, 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 of Ecology. This requirement will not apply if Construction Stormwater
General Permit is transferred back to the Contracting Agency in accordance with
Section 8-01.3(16).
e. Property owner releases per Section 1-07.24
f. Project record drawings per Section 1-05.3(1)
1-08.9 Liquidated Damages
Replace Section 1-08.9 with the following:
Time is of the essence of the Contract. Delays inconvenience the public, interfere with public works
staff operations and maintenance activities and increase risk to public infrastructure and utility users.
Delays also cost taxpayers undue sums of money, a dding time needed for administration, engineering,
inspection, and supervision.
Accordingly, the Contractor agrees:
1. To pay liquidated damages in the amount of $2,050 for each working day beyond the
number of working days established for Physical Completion, and
2. To authorize the Engineer to deduct these liquidated damages from any money due or
coming due to the Contractor.
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When the Contract Work has progressed to Substantial Completion as defined in the Contract, the
Engineer may determine the Contract 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, liquidated damages identified above will not apply. For ove rruns 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.
Liquidated damages will not be assessed for any days for which an extension of time is granted. No
deduction or payment of liquidated damages will, in any degree, release the Contractor from further
obligations and liabilities to complete the entire Contract.
1-08.10 Termination of Contract
1-08.10(1) Termination for Default
In the last sentence of the fifth paragraph, replace “State of Washington, Department of Transportation”
with “Contracting Agency.”
1-09 MEASUREMENT AND PAYMENT
1-09.2 Weighing Equipment
1-09.2(1) General Requirements for Weighing Equipment
(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.
Supplement this section with the following:
Certified weight tickets accompanying each truckload of material will be required to be delivered to the
Resident Engineer at the site. Should the Resident Engineer or Material Receiver be unavailable, it
shall be the responsibility of the Contractor's project superintendent to collect all said certified tickets
for the day and deliver them to the Resident Engineer the morning following the day's construction.
The certified tickets shall have project title, date, time, product delivered, gross weight, tare weight, and
net weight shown in pounds. Any certified weight tickets submitted later than the morning following the
day materials are delivered to the site will not be considered for measurement and payment.
1-09.2(3) Specific Requirements for Platform Scales
Supplement this section with the following:
The Contractor will furnish a person, at no cost to the Contracting Agency, who will operate the certified
scales while the loading and hauling of materials is in progress. The Contractor shall provide the
platform scales and any tickets required for self-printing scales.
1-09.2(5) Measurement
(May 2, 2017 APWA GSP)
Revise the first paragraph to read:
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Scale Verification Checks – At the Engineer’s discretion, the Engineer may perform verification
checks on the accuracy of each bath, hopper, or platform scale used in weig hing contract items of
Work.
1-09.3 Scope of Payment
Supplement this section with the following:
Payment for work performed under this Contract will be based on the items listed in the Unit Price Bid
Proposal. Should a conflict exist between the item descriptions or the units of measurement and
payment listed in the Unit Price Bid Proposal and the “Payment” clauses found in each section of the
Standard Specifications, the Unit Price Bid Proposal items will prevail. If work is required to complete
the project according to the intent of the Plans and Specifications, but no bid item is provided in the
Unit Price Bid Proposal, then the Contractor shall include the cost for providing the necessary work in
the unit or lump sum price for the bid item most closely related to the work.
1-09.4 Equitable Adjustment
Replace Item 2.b. with the following:
2.b. Per Section 1-09.6, Force Account.
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.
Add the following clarification:
The term “project overhead” shall include “jobsite overhead.” The term “general company overhead”
shall include “home office overhead.”
Supplement paragraph one of Subsection 2 with the following:
Sales tax will be applied to payment made to the C ontractor and shall not be included in the cost of
materials provided to the Engineer.
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.
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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.
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.
Supplement this section with the following:
The progress estimate cutoff date established at the preconstruction conference shall be a minimum of
ten (10) working days prior to a regularly scheduled meeting of the Contracting Agency governing body
where payments may be authorized. Revisions to the agreed upon progress estimate cutoff date will
only be made by written approval of the Contracting Agency. The Contractor shall submit a signed
Application for Payment within three (3) working days after the progress estimate cutoff date. The
Engineer shall have a minimum of five (5) working days to review the Contractor’s Application for
Payment. The Contractor shall supply any outstanding material and labor documentation within five
(5) working days of the cutoff date, or partial payments may be withheld from applicable bid items. After
the application for payment is reviewed by the Engineer, the Engineer will make a recommendation to
the Contracting Agency for action at the next available meeting of the governing body that payment be
made. Payment to the Contractor will be made within 45 calendar days from the meeting at which the
Contracting Agency’s governing body authorizes payment to be made. Failure to submit an Application
for Payment within the required time may delay action by the Contracting Agency's governing body and
further delay payment to the Contractor.
All payments for lump sum items over $5,000.00 or a single payment for a lump sum contract of any
amount will be measured by a schedule of values established as follows:
At the Preconstruction Conference, the contractor shall furnish a breakdown for each lump sum bid
item or for the total lump sum contract price showing the amount bid for each principal category of the
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work, in such detail as requested by the Engineer, to provide a basis for determining progress
payments. This breakdown, referred to as the “Schedule of Values,” will be approved by the Engineer
as described in Section 1-08 Prosecution and Progress before the first payment is made.
(April 30, 2020, WSDOT GSP)
Electronic Transmittal and Signature of the FCVC
The Contractor shall sign electronically using a software as approved by the Contracting Agency and
return the Final Contract Voucher Certification (FCVC) as indicated in this section. Within 21 days of
execution, the Contractor shall submit a Type 1 Working Drawing designating who will sign the FCVC,
including their full name, email address, and text-message capable phone number. The designee shall
be an authorized signer in accordance with Section 1-02.1.
1-09.9(1) Retainage
Add the following to the fourth paragraph:
6. An affidavit is delivered to the Contracting Agency by the Contractor, stating that all persons
performing labor or furnishing materials have been paid.
1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts (New Section)
The following new section shall be added to the Standard Specifications:
In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12,
and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct
an amount from any payment or payments due the Contractor which, in the Engineer’s opinion, may
be necessary to cover the Contracting Agency’s costs for or to remedy the following situations:
1. Damage to another contractor when there is evidence thereof and a claim has been filed.
2. Where the Contractor has not paid fees or charges to public authorities or municipalities which
the Contractor is obligated to pay.
3. Utilizing material, tested and inspected by the Engineer, for purposes not connected with the
work (Section 1-05.6).
4. Landscape damage assessments per Section 1-07.16.
5. For overtime work performed by Contracting Agency personnel or its representative, per
Section 1-08.0(3).
6. Anticipated or actual failure of the Contractor to complete the work on time:
a. Per Section 1-08.9 Liquidated Damages; or
b. Lack of construction progress based upon the Engineer’s review of the Contractor’s
approved progress schedule which indicates the work will not be completed withi n the
Contract Time. When calculating an anticipated time overrun, the Engineer will make
allowances for weather delays, approved unavoidable delays, and suspensions of the
work. The amount withheld under this subparagraph will be based upon the liquidat ed
damages amount per day set forth in Contract Documents multiplied by the number of days
the Contractor’s approved progress schedule, in the opinion of the Engineer, indicates the
Contract may exceed the Contract time.
7. Failure of the Contractor to perform any of the Contractor’s other obligations under the
Contract, including but not limited to:
a. Failure of the Contractor to provide the Engineer with a field office when required by the
Contract Provisions.
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b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate
survey work as required by Section 1-05.4.
c. Failure of the Contractor to correct defective or unauthorized work (Section 1-05.7).
d. Failure of the Contractor to furnish a Manufacturer’s Certificate of Compliance in lieu of
material testing and inspection as required by Section 1-06.3.
e. Failure to submit Intent to Pay Prevailing Wage forms, or correct underpayment to
employees of the Contractor or subcontractor of any tier as required by Section 1-07.9.
f. Failure of the Contractor to pay workers' benefits (Title 50 and Title 51 RCW) as required
by Section 1-07.10.
g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section
1-08.3.
The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as
have been withheld pursuant to this section to a party or parties who are entitled to payment.
Disbursement of such funds, if the Engineer elects to do so, will be made only after giving the Contractor
15 calendar days prior written notice of the Contracting Agency’s intent to do so, and if prior to the
expiration of the 15-calendar day period:
1. No legal action has commenced to resolve the validity of th e claims, and
2. The Contractor has not protested such disbursement.
A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this section
will be made. A payment made pursuant to this section shall be considered as payment made under
the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor
for such payment made in good faith.
If legal action is instituted to determine the validity of the claims prior to expiration of the 15-day period
mentioned above, the Engineer will hold the funds until determination of the action or written settlement
agreement of the parties.
When the conditions 1-7 are resolved or the Contractor provides a Surety Bond satisfactory to the
Contracting Agency which will protect the Contracting Agency in the amount with held, payment shall
be made for amounts withheld because of them.
1-09.9(3) Final Payment (New Section)
The following new section shall be added to the Standard Specifications:
Upon completion of all work under this Contract, the Contractor shall notify the Engineer, in writing, that
he has completed his part of the Contract and shall request final payment. Upon receipt of such
request, the Engineer will inspect and, if acceptable, submit to the Owner his recommendation as to
acceptance of the completed work and as to the final estimate of the amount due the Contractor. Upon
approval of this final estimate and upon final acceptance of the work under this Contract, th e Owner
will notify the Department of Revenue of the completion of said Contract. Provided the Department of
Revenue certifies there are no taxes or penalties due and owing from the Contractor, and there are no
other known claims or liens against the retained funds, and further provided the terms of Section 1-
09.9(1) are in compliance, the Owner will pay to the Contractor the balance of monies due under this
Contract in accordance with RCW Title 60.28. In the event unsatisfied claims or liens for taxes,
material, labor, and other services are known to exist, an amount will be further withheld from the
retainage sufficient to satisfy the settlement of such claims and liens, including attorney's fees incurred,
and the remainder will be released from escrow, or released from the retained funds and paid to the
Contractor.
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On contracts for public works, final payment of the retained percentage will not be made until after the
Contractor has filed with the Owner the Affidavit of Wages Paid forms required by RCW 39.12.040
certifying that the Contractor and subcontractors have paid not less than the prevailing rate of wages.
The parties further agree that the Owner may, without liability, withhold final payment to the Contractor
until such time as the Contractor has completed all forms required by the Owner.
If a contract is funded by grant, state, or federal money, the public body shall pay the prime contractor
for satisfactory performance within thirty calendar days of the date the public body receives a payment
request that complies with the contract or within thirty calendar days of the date the public body actually
receives the grant or federal money, whichever is later.
1-09.11 Disputes and Claims
1-09.11(3) Time Limitation and Jurisdiction
(November 30, 2018 APWA GSP)
Revise this section to read:
For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims
or causes of action which the Contractor has against the Contracting Agency arising from the Contract
shall be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the
Contract by the Contracting Agency; and it is further agreed that any such claims or causes of action
shall be brought only in the Superior Court of the county where the Contracting Agency headquarters
is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control
venue and jurisdiction. The parties understand and agree that the Contractor’s failure to brin g 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)
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
Supplement this section with the following:
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The provisions of the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) for
Streets and Highways and amendments thereto published by the U.S. Depart ment of Transportation,
Federal Highway Administration, and WSDOT by this reference are made a part of these Documents.
1-10.2 Traffic Control Management
1-10.2(1) General
(January 3, 2017 WSDOT GSP)
Supplement this section with the following:
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 Avenue
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
Delete the first two sentences of the first paragraph and replace with the following:
The Contractor shall be required to prepare traffic control plans required to complete the work. No work
shall be done on or adjacent to any traveled way without Contracting Agency approved and Engineer-
approved traffic control plans.
The Contractor shall designate a Traffic Control Supervisor who shall prepare, revise, supplement , or
modify the traffic control plans when needed to show the necessary Class A and B construction signing
and barricades, traffic control devices, and traffic flagging operations required for the contractor’s
operation and submit it to the Engineer for review no later than the preconstruction conference date.
When the Class B signing for a particular area will be provided as detailed on one or more of the figures
included in the WSDOT standard plans or MUTCD without modification, the Contractor may reference
the applicable figure or standard plan at the appropriate location on the Plan. When this procedure is
used, variable distances such as minimum length of taper must be spec ified by the Contractor. The
Traffic Control Supervisor who prepared the traffic control plan shall sign and date the plan.
The signed plans prepared by the Contractor’s Traffic Control Supervisor shall provide for adequate
warning within the limits of the project and on all streets, alleys, and driveways entering the project so
that approaching traffic may turn left or right onto existing undisturbed streets before reaching the
project.
All costs incurred by the Contractor in preparation of the Traffic Control Plans, including any revisions
required by the Engineer after review, shall be included in the unit contract price for “Project Temporary
Traffic Control,” per lump sum.
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1-10.4 Measurement
1-10.4(1) Lump Sum Bid for Project (No Unit Items)
(August 2, 2004 WSDOT GSP)
Supplement this section with the following:
The proposal contains the item “Project Temporary Traffic Control”, lump sum. The provisions of
Section 1-10.4(1) shall apply.
2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP
2-01.1 Description
Supplement this section with the following:
In no case shall the Contractor be required to clear and grub beyond the right-of-way line, except as
specifically directed by the Engineer or noted on the Plans to remove trees, stumps, shrubs, or other
items which, by proximity or due to root growth, would constitute a hazard to the public or endanger the
facility. All work beyond the right-of-way line shall be coordinated with affected property owner(s) per
Section 1-07.24 Rights of Way.
The Contractor shall support in place or temporarily remove, as necessary, and later replace to its
original condition or relocate nearby as directed, all mail boxes, small trees, shrubs, bollards,
street/business/advertising signs and posts, culverts, irrigation facilities, concrete or rock walls,
guardrail, or other similar obstructions which lie in or near the line of work and are not intended for
removal. Should any damage be incurred, the cost of replace ment or repair shall be borne by the
Contractor.
All clearing and grubbing includes disposal of unwanted materials, unless otherwise directed by
Engineer.
2-01.3 Construction Requirements
2-01.3(4) Roadside Cleanup
Supplement this section with the following:
Roadside cleanup shall include all project areas outside of the road right-of-way, including utility
easements and private property, as shown on the Plans.
Partial cleanup shall be done by the Contractor when he feels it is necessary or when, in the opinion of
the Contracting Agency, partial cleanup should be done prior to either final cleanup or final inspection.
The cleanup work shall be done immediately upon written notification of the Engineer and other work
shall not proceed until this partial cleanup is accomplished. Should the Contractor not conduct the
cleanup as directed and in a timely manner, the Owner shall take action to have such cleanup work
completed by others and will deduct such costs from any payment due the Contractor.
2-01.4 Measurement
Supplement this section with the following:
No unit of measurement shall apply to Roadside Cleanup.
2-01.5 Payment
Supplement this section with the following:
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Unless a specific bid item has been included in the proposal, all costs incurred to complete the
requirements of this section, including partial roadside cleanup, shall be considered as incidental work
to the various bid items and no separate payment will be made.
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
2-02.3 Construction Requirements
2-02.3(2) Removal of Bridges, Box Culverts, and Other Drainage Structures
Supplement this section with the following:
Existing structures or installations of concrete, brick, blocks, etc., interfering with construction shall be
removed by the Contractor, and shall be considered as incidental work to the various bid items and no
separate payment will be made.
Any pipe openings to be abandoned shall be properly plugged watertight with Class 3000 concrete.
Removal and plugging of pipes shall be considered as incidental work to the various bid items and no
separate payment will be made.
Where structures are removed, the voids shall be backfilled with suitable, job -excavated material and
compacted. All such work shall be considered as incidental work to the various bid items and no
separate payment will be made.
If the Engineer determines the job-excavated material to be unsuitable for backfill, the Contractor shall
place ballast or crushed surfacing material as directed by the Engineer.
2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters
Supplement this section with the following:
Where shown on the Plans or as directed by the Engineer, the Contrac tor shall be required to remove
existing pavement, sidewalks, curbs, etc., which are outside the right-of-way line and are required to
be removed for construction of the improvements.
In those areas where asphalt pavement removal is required, the Con tractor shall, prior to excavation,
score the edge of the asphalt concrete pavement with an approved pavement cutter such as a concrete
saw. During the course of the work, the Contractor shall take pre cautions to preserve the integrity of
this neat, clean pavement edge. Should the pavement edge be damaged pr ior to asphalt concrete
paving activities, the Contractor shall be required to trim the edge with an approved pavement cutter
as directed by the Engineer immediately prior to paving.
Sawcutting slurry created from asphalt pavement and concrete removal shall be disposed of by
vacuum, and remain clear of storm drainage systems and final HMA wearing course at all times.
No separate payment shall be made for sawcutting pavement.
2-02.5 Payment
Supplement this section with the following:
Unless a specific bid item has been included in the proposal, all costs incurred to complete the
requirements of this section, including sawcutting, shall be considered as incidental work to the various
bid items and no separate payment will be made.
2-03 ROADWAY EXCAVATION AND EMBANKMENT
2-03.1 Description
Supplement this section with the following:
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Unclassified excavation shall consist of removing the existing material of whatever nature encountered
to the subgrade elevation and shaping the subgrade to conform to the cross-section shown on the
Plans or as staked in the field. Concrete curb, gutter, and sidewalk removal shall be included as
“Unclassified Excavation Incl. Haul.” The material to be excavated shall be classified as “Unclassified
Excavation Incl. Haul.”
Where directed by the Engineer, the Contractor shall excavate beyond the right-of-way in order to
adequately slope adjacent properties. No additional compensation will be made for excavating outside
the right-of-way.
The Contractor shall use caution while performing roadway excavation. Heavy, rubber -tired equipment,
particularly front-end loaders, shall limit their travel over a single area as much as possible. Trucks
shall observe a 10-mph speed limit when traveling over exposed subgrade areas.
The Contracting Agency will, at its own cost, reference all known existing monu ments or markers
relating to subdivisions, plats, roads, street centerline intersections, etc. The Contractor shall take
special care to protect these monuments or markers and also the reference points. In the event the
Contractor is negligent in preserving such monuments and markers, the points will be reset by a
licensed surveyor at the Contractor's expense.
2-03.3 Construction Requirements
2-03.3(3) Excavation Below Subgrade
Supplement this section with the following:
At the direction of the Engineer, areas within the street subgrade which exhibit instability due to high
moisture content shall be:
1. Aerated and allowed to dry;
2. Over-excavated as directed by the Engineer and backfilled with ballast, or crushed surfacing
base course. The contractor may be instructed to install construction geotextile for soil
stabilization in the excavation; or
3. A combination of any of the above.
Compensation for work done by the Contractor as described above shall be by increasing the quantities
of the various appropriate bid items such as “Unclassified Excavation Incl. Haul” and “Crushed
Surfacing Base Course” and applying the unit bid price. No separate compensation will be made for
any equipment, tools, materials, or labor required to perform this work.
2-03.3(7) Disposal of Surplus Materials
2-03.3(7)A General
Supplement this section with the following:
The Contractor shall comply with the requests of the Contracting Agency for placement and compaction
of excess excavated suitable material at various locations within the project limits, as directed by the
Engineer.
Excavated material shall be bladed or hauled to fill low sections within the project area, except for sod
or extraneous material, which shall be hauled to waste at the Contractor’s expense.
Suitable materials from the excavations shall be used in the embankments. Unsuitable material or soft
spots shall be removed from the roadway and replaced with suitable material and c ompacted as for
embankments. Topsoil shall be saved to use for backfill adjacent to the sidewalk and new improve-
ments, and shall be stockpiled separate from other material.
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A waste site has not been provided by the Contracting Agency for disposal of extraneous suitable
material, unsuitable material, asphalt, concrete, debris, waste material, or any other objectionable
material which is directed to waste by the Engineer.
The Contractor shall comply with the State of Washington's regulations regarding disposal of waste
material as outlined in WAC 173-304, Subchapter 461.
2-03.3(14)D Compaction and Moisture Control Tests
Delete this section and replace it with the following:
Compaction shall be 95% of maximum density as determined by ASTM D 698 (Standard Proctor). The
Contractor shall notify the Engineer when ready for in-place subgrade density tests. All costs
associated with failed tests/testing shall be the responsibility of the Contractor. Placement of courses
of aggregate shall not proceed until density requirements are met.
2-03.4 Measurement
Supplement this section with the following:
“Unclassified Excavation Incl. Haul” will be measured by the cubic yard.
2-03.5 Payment
Supplement this section with the following:
The unit contract price per cubic yard for “Unclassified Excavation Incl. Haul” shall be full compensation
for all labor, equipment, tools, and materials necessary to complete this item as specified.
No separate payment shall be made for embankment compaction and all costs to perform this work as
required shall be merged in the unit price bid per cubic yard for “Unclassified Excavation Incl. Haul.”
2-04 HAUL
2-04.5 Payment
Delete this section and replace it with the following:
All haul of materials on this project shall be considered as incidental work to the various bid items and
no separate payment will be made.
2-07 WATERING
2-07.1 Description
Supplement this section with the following:
The Contractor shall be solely responsible for dust control on this project and shall protect motoring
public, adjacent homes and businesses, orchards, crops, and school yards from damage due to dust,
by whatever means necessary. The Contractor shall be responsible for any claims for damages and
shall protect the Contracting Agency and the Engineer from any and all such claims.
When directed by the Engineer, the Contractor shall provide water for dust control within two hours of
such order and have equipment and manpower available at all times including weekends and holidays
to respond to orders for dust control measures.
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4-04 BALLAST AND CRUSHED SURFACING
4-04.1 Description
Supplement this section with the following:
Aggregates to be paid by the ton shall not be placed in stockpiles.
4-04.3 Construction Requirements
4-04.3(5) Shaping and Compaction
Supplement this section with the following:
The Contractor shall notify the Engineer when he is ready for in-place ballast, base course, or top
course density tests. All costs associated with failed tests/testing shall be the responsibility of the
Contractor. Placement of successive courses of aggregate or asphalt concrete shall not proceed until
density requirements are met.
5-04 HOT MIX ASPHALT
(July 18, 2018 APWA GSP)
Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following:
5-04.1 Description
This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA)
on a prepared foundation or base in accordance with these Specifications and the lines, grades, compacted
thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm
mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic
additives, chemical additives, and foaming.
HMA shall be composed of asphalt binder and mineral mater ials as may be required, mixed in the
proportions specified to provide a homogeneous, stable, and workable mixture.
5-04.2 Materials
Materials shall meet the requirements of the following sections:
Asphalt Binder 9-02.1(4)
Cationic Emulsified Asphalt 9-02.1(6)
Anti-Stripping Additive 9-02.4
HMA Additive 9-02.5
Aggregates 9-03.8
Recycled Asphalt Pavement 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 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
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-49
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.
The grade of asphalt binder that shall be used for this project is: PG 64S-28 or PG 64H-28. A combination
of binders will not be acceptable. Blending of asphalt binder from different sources is not permitted.
The Engineer may require an adjustment in the asphalt binder content of the mix design by ± 0.5% at no
additional cost to the Contracting Agency.
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 sh all 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 aggrega tes, and the removal of aggregates from stockpiles
shall comply with the requirements of Section 3-02.
5-04.2(1) How to Get an HMA Mix Design on the QPL
If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please
follow the WSDOT process outlined in Standard Specification 5-04.2(1).
5-04.2(1)A Vacant
5-04.2(2) Mix Design – Obtaining Project Approval
No paving shall begin prior to the approval of the mix design by the Engineer.
Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract
documents.
Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following
applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, 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.
Nonstatistical Mix Design. Fifteen days prior to the first day of pav ing the contractor shall provide one of
the following mix design verification certifications for Contracting Agency review;
• The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design
verification certifications listed below.
• The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp &
signature) of a valid licensed Washington State Professional Engineer.
• 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 Contractor shall be responsible for verification of the mix design.
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.
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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 required.
For 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.
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-51
The Contractor shall keep intersections open to traffic at all times except when paving the intersection or
paving across the intersection. During such time, and provided that there has been an advance warning to
the public, the intersection may be closed for the minimum time required to place and compact the mixture.
In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish
rolling of the pavement and to shorten the time required before reopening to traffic.
Before closing an intersection, advance warning signs shall be pla ced 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 t raffic. Temporary
pavement markings shall be in accordance with Section 8-23.
All costs in connection with performing the Work in accordance with these requirements, including 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 th e
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 ac cess
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 reg ister 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 t he
manufacturer of the WMA additive.
4. Sampling and Testing of Mineral Materials – The HMA plant shall be equipped with a mechanical
sampler for the sampling of the mineral materials. The mechanical sampler shall meet the
requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall
provide for the setup and operation of the field testing facilities of the Contracting Agency as
provided for in Section 3-01.2(2).
5. Sampling HMA – The HMA plant shall provide for sampling HMA by one of the following methods:
a. 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
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-52
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.
Sufficient numbers of trucks shall be provided by the Contractor to assure a continuous paving operation
at proper HMA mix temperatures. Paving operations shall not proceed until hauling equipment sufficient to
assure continuous operations is provided.
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 equipment available from the manuf acturer for
the prevention of segregation of the HMA mixture installed, in good condition, and in working order.
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 resu lts, 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.
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.
The HMA paver that is utilized on this project shall be capable of spreading a nd finishing courses of HMA
plant mix material in a width from centerline of the roadway to the edge of the roadway or gutter in a single
pass (up to 22-foot width).
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
otherwise required by the contract.
Where an MTD/V is required by the contract, the Engineer may approve paving without an MTD/V, at the
request of the Contractor. The Engineer will determine if an equitable adjustment in cost or time is due.
When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by
the paving machine. Mixing of the HMA shall be sufficient to obtain a unifor m 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.
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To be approved for use, an MTD:
1. Shall be positively connected to the paver.
2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow.
3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving
machine.
4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture.
5-04.3(3)E Rollers
Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and
capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer’s
recommendations. When ordered by the Engineer for any roller planned for use on the project, the
Contractor shall provide a copy of the manufacturer’s recommendation for the use of that roller for
compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in
compliance 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 us ed.
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 compac ted 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 t o surfaces
that will be paved during the same working shift. The spreading equipment shall be equipped with a
thermometer to indicate the temperature of the tack coat material.
Equipment shall not operate on tacked surfaces until the tack has broken and c ured. 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.
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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 f oreign 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:
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 fr om 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 Soil Residual Herbicide
Where shown on the Plans, the Contractor shall apply one application of an approved soil residual herbicide
on areas where hot mix asphalt is applied. The requirements of Section 8-02.3(3)B shall apply to this
application. The application of herbicide shall precede paving by no more than 48 hours.
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5-04.3(4)C Pavement Repair
The Contractor shall sawcut and 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.
Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder.
Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor -
provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21.
Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat
shall be applied to all surfaces of existing pavement in the pavement repair area.
Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts
that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each
lift shall be thoroughly compacted by a mechanical tamper or a roller.
After the completion of trench and patch repairs, the Contractor shall seal all joints with CSS -1 and concrete
sand. The cost of sealing shall be included in the unit contract price for “HMA Cl. ___-Inch ___.”
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. 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 handl ing, stripping, or flushing. If the water in
the HMA causes any of these problems, the moisture content shall be reduced.
Storing or holding of the HMA in approved storage facilities will not be permitted and will be rejected.
Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency.
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. After the required amount of mineral materials, RAP, new asphalt binder and
asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform
coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and
RAP is ensured.
5-04.3(7) Spreading and Finishing
The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation
established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless
otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not
exceed 0.30 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.
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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, gores, prelevel, and temporary pavement. 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.
Commercial HMA can be used for patching utility or conduit trenches less than 24 inches in width.
Payment will be made on the basis of the unit contract price for HMA for all HMA accepted on the project.
HMA not meeting the quality requirements of the Contract shall be rejected.
5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling
Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The
Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASH -
TO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used
in a structural application, at least one of the three samples shall be tested.
Sampling and testing HMA in a Structural application where quantities are less than 100 tons is at the
discretion of the Engineer.
5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing
Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance
of Va will use WSDOT SOP 731.
Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308.
Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11.
Testing costs shall be the responsibility of the Contractor.
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 minimum of 91.0% of the reference maximum density as determined by
WSDOT for AASHTO T 209. The reference maximum density shall be determined as the moving average
of the most recent five determinations for the lot of HMA being placed. The specified level of density
attained will be determined by five nuclear gauge tests t aken in accordance with WAQTC FOP TM8 and
WSDOT SOPT 729 on the day the mix is placed (after completion of the finish rolling) at locations
determined by the stratified random sampling procedure conforming to WSDOT Test Method 716 within
each density lot. The quantity represented by each density lot will be no greater than a single day’s
production or approximately 400 tons, whichever is less.
Tests for the determination of the pavement density will be taken in accordance with the required
procedures for measurement by a nuclear density gauge after completion of the finish rolling. The test
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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.
In addition to the randomly selected locations for tests of density, the Engineer may also isolate from a
normal lot any area that is suspected of being defective in relative density. Such isolated material will not
include an original sample location. A minimum of five (5) randomly located density tests will be taken.
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.
Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory
material.
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 Project Engineer. The number of passes with an approved c ompaction train, required
to attain the maximum test point density, shall be used on all subsequent paving.
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 u ndue 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 or oscillation mode on bridge decks.
5-04.3(11) Reject Work
5-04.3(11)A Reject Work General
Work that is defective or does not conform to requirements shall be rejected. The Contractor may propose,
in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative
proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject
to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective
action proposal to the Engineer for approval.
5-04.3(11)B Rejection by Contractor
The Contractor may, prior to sampling, elect to remove any defective material and replace it with new
material. Any such new material will be sampled, tested, and evaluated for acceptance.
Supplement this section with the following:
5-04.3(12) 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.
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 separate d from the
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permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The
wrapping paper shall be removed prior to resumption of paving.
The temporary wedge of HMA shall be removed and wasted, and new mix shall be laid against the edge.
Rollers or tamping irons shall be used to seal the joint.
5-04.3(12)A2 Longitudinal Joints
The longitudinal joint in any one course shall be offset from the course immediately below by not more than
6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at
a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all
longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The
notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more tha n
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.
All joints shall be hand raked prior to rolling. The final joint shall be straight, level with the abutting edge,
free of coarse material at the surface, and neat in appearance. The Contractor shall use paving widths that
minimize longitudinal pavement joints.
5-04.3(13) Surface Smoothness
The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade,
and free from defects of all kinds. The completed surface of the wearing course shall not vary more than ⅛
inch from the lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. The
transverse slope of the completed surface of the wearing course shall vary not more than ¼ inch in 10 feet
from the rate of transverse slope shown in the Plans.
When deviations in excess of the above tolerances are found that resul t 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 to the
satisfaction of the Engineer, or
2. Removal and replacement of the wearing course of HMA, or
3. By other method approved by the Engineer.
When deviations in excess of the above tolerances are found that result in a low place in the HMA, the
pavement surface shall be corrected by one of the following methods:
1. Tacking existing HMA with CSS-1 and feathering in additional HMA, taking care to rake and remove
oversized rock to produce a fine graded surface to the satisfaction of the Engineer, 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.
Where directed by the Engineer, the Contractor shall feather the HMA pavement in a manner to produce a
smooth-riding connection to the existing pavement.
All costs and expenses in connection with providing, placing material, and feather ing the asphalt concrete
pavement shall be paid for as the unit contract price per ton for “HMA Cl. ___-Inch ___.”
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.
Locations of existing surfacing to be planed are as shown in the Drawings.
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Where planing an existing pavement is specified in the Contract, the Contractor must remove existing
surfacing material and reshape the surface to remove irregularities. The finis hed 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 made at transitions to adjoining pavement surfaces (meet lines) where butt
joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in
height, producing a smooth transition to the existing adjoining pavement.
After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched
and preleveled.
The Engineer may direct additional planing depth.
All debris resulting from the planing operation shall become the property of the Contractor and be disposed
of in accordance with Section 2-03.3(7)C.
5-04.3(14)A Pre-Planing Metal Detection Check
Before starting planing of pavements, and before any ad ditional depth planing, the Contractor is
encouraged to 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 Contr actor’s failure to notify the Engineer of any
hidden metal that is detected.
5-04.3(14)B Paving and Planing Under Traffic
5-04.3(14)B1 General
In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless
the 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
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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, 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 tra ffic is allowed
on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the
Engineer. The Engineer may require the application of water at the Contractor’s expense to
the pavement to accelerate the finish rolling of the pavement and to shorten the time required
before reopening to traffic.
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)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, 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 contractors 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 planing 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, rail, and castings, before planing, 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. Description of contingency plans for that day’s operations such as equipment breakdown, rain
out, and Supplier shutdown of operations.
d. Sequencing of density testing, and other sampling and testing.
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5-04.3(15) Sealing Pavement Surfaces
The Contractor shall apply a fog seal to all travel lanes and allow it to cure prior to opening the lane to
traffic, when the wearing course is placed after October 1 and before April 1. Fog Seal must be completely
cured before pavement markings are applied. Construct the fog seal in accordance with Section 5-02.3.
The cost of providing and applying the fog seal shall be considered as incidental work to the various bid
items and no separate payment will be made.
5-04.3(16) HMA Road Approaches
Where asphalt driveways or road approach HMA aprons are shown on the Plans, they shall be constructed
with 0.40-foot compacted depth of crushed surfacing top course and 0.20-foot compacted depth of HMA.
The portion of the driveways not paved with asphalt shall be surfaced with 0.25-foot compacted depth
crushed surfacing top course. Materials used for construction of driveways and road approaches shall be
paid at the unit contract prices for “HMA Cl. ___-Inch ___” and “Crushed Surfacing Top Course.”
Driveway matchlines shall be cut or scored with an approved pavement cutter prior to excavation. Any
portion of the existing driveway (road approach) beyond the construction limits that is damaged by the
Contractor’s operations shall be replaced in kind to the satisfaction of the Engineer at no expense to the
Contracting Agency.
All transitions to existing asphalt concrete and cement concrete driveways, curb, asphalt thickened edge
for gutter, and walkways shall be vertically sawcut full depth with straight, uniform edges, or milled if shown
on the plans. Existing asphalt pavement may be cut with a wheel, provided the wheel cut is full depth and
no damage occurs to the pavement which is to remain.
5-04.4 Measurement
No measurement will apply. HMA will be included in the lump sum payment item for "Spare Conduit,
Complete."
5-04.5 Payment
Payment will be made for each of the following Bid items that are included in the Proposal:
HMA will be included in the lump sum payment item for "Spare Conduit, Complete."
8-02 ROADSIDE RESTORATION
8-02.1 Description
Supplement this section with the following:
This work consists of preparing sub-grade or topsoil and replacing landscaping material as directed by
the Engineer.
8-02.3 Construction Requirements
8-02.3(2) Work Plans
Replace Item 1 with the following:
Roadside Work Plan: This plan is not required on this project.
8-02.3(17) Landscape Restoration (New Section)
The following new section shall be added to the Standard Specifications:
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-62
“Landscape Restoration” shall include all landscape restoration at locations as directed by the
Engineer.
8-02.5 Payment
Supplement this section with the following:
“Landscape Restoration”, by force account as provided in Section 1 -09.6. Force account work was
factored into number of contract working days. No additional working days will be considered for force
account work within the contract force account amounts.
8-04 CURBS, GUTTERS, AND SPILLWAYS
8-04.3 Construction Requirements
Supplement this section with the following:
Testing requirements shall be as follows:
Project Quantity Test Requirement
Less than 5CY None
5CY – 10CY 1 Slump, 4 Cylinders
10+CY 2 Slump, 4 Cylinders per each 25CY
For project quantities above five (5) cubic yards, test requirements shall be based on concrete placed
during one (1) working day. If the concrete fails any test, the Engineer will require additional testing to
determine the extent of the failure and more frequent tests may be required on additional concrete
being placed. Testing and samples shall be in accordance with Section 1-06.2(1).
Regardless of quantity, a Certification of Compliance shall be provided for all concrete delivered to the site
in accordance with Section 6-02.3(5)B.
8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways
Supplement this section with the following:
Cement concrete traffic curb and gutter constructed on this project shall be as shown on the Detail s.
Full Height or “Barrier” cement concrete traffic curb and gutter as shown on the Detail Sheet shall be
used on the roadway as shown on the Plans. Depressed or “Driveway” cement concrete traffic curb
and gutter as shown on the Detail Sheet shall be used at all driveway and wheel chair ramp locations
as shown on the Plans and as directed in the field by the Engineer. Cement concrete curb and gutter
which does not comply with the section details on the Plans shall be removed and replaced at the
Contractor’s expense.
The new concrete curb and gutter shall be cured in accordance w ith Section 5-05.3(13)A of the
Standard Specifications. Application of the curing compound shall be in a ccordance with the
manufacturer’s recommendations.
First-class workmanship and finish will be required on all portions of concrete curb and gutter wo rk.
Quality of workmanship and finish will be evaluated continuously and will be based solely upon the
judgment of the Engineer. If at any time it is found that quality is unacceptable, work shall be
immediately stopped, and no additional curb and gutter shall be placed. Cement concrete curb and
gutter which does not comply with the section details o n the Plans, or in the Engineer’s opinion does
not demonstrate first-class workmanship and finish, shall be removed and replaced at the Contra ctor's
expense. Should the Contractor's equipment or methods be unable to produce curb and gutter meeting
the requirements of the Details and Specifications, no further curb and gutter construction will be
allowed until corrections have been made to said equipment or methods.
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-63
8-04.5 Payment
Supplement this section with the following:
The unit contract price per linear foot for “Cement Conc. Traffic Curb and Gutter,” shall include steel
reinforcement in driveway or catch basins sections. This unit contract price shall apply to all curb types
including barrier, driveway, spill, and pedestrian (except pedestrian curb adjacent to curb ramps), and
curb transitions.
8-14 CEMENT CONCRETE SIDEWALKS
8-14.3 Construction Requirements
Supplement this section with the following:
Testing requirements shall be as follows:
Project Quantity Test Requirement
Less than 5CY None
5CY – 10CY 1 Slump, 4 Cylinders
10+CY 2 Slump, 4 Cylinders per each 25CY
For project quantities above five (5) cubic yards, test requirements shall be based on con crete placed
during one (1) working day. If the concrete fails any test, the Engineer will require additional testing to
determine the extent of the failure and more frequent tests may be required on additional concrete
being placed. Testing and samples shall be in accordance with Section 1-06.2(1).
Regardless of quantity, a Certification of Compliance shall be provided for all concrete delivered to the
site in accordance with Section 6-02.3(5)B.
8-14.3(3) Placing and Finishing Concrete
Supplement this section with the following:
Expansion joints, using 1/2” thick pre-molded material (AASHTO M213) at full depth, shall be
perpendicular and provided at a maximum spacing of thirty (30) feet, at cold joints and at each side of
driveway. See WSDOT Standard Plans F-40 for joints at pedestrian ramps. Sidewalk construction
joints shall be provided at five (5) foot intervals, or as required to match existing improvements. All
work shall be perpendicular to the curb and straight. Joint material shall be set flush or trimmed flush
with the finished concrete surface. Concrete finish shall be in accordance with Section 6-02.3(14). All
sidewalks not located in driveway entrance areas shall be four (4) inches in thick ness. All concrete
approaches located behind a depressed curb and gutter section including wings, shall be six (6) inches
in thickness.
Concrete sidewalk shall be cured in accordance with Section 5-05.3(13)A of the Standard
Specifications. Application of the curing compound shall be in accor dance with the manufacturer's
recommendations. Failure to properly cure or seal the cement concrete sidewalk will require the
Contractor to remove and replace the sidewalk section at his expense.
Sidewalk ramps shall be constructed as shown on the Plans in accordance with the Standard Plans or
as shown otherwise in the Details.
First-class workmanship and finish will be required on all portions of cement concrete sidewalk work.
Quality of workmanship and finish will be evaluated continuously and will be based solely upon the
judgment of the Engineer. If at any time it is found that quality is unacceptable, work shall be
immediately stopped, and no additional sidewalk shall be placed. Cement conc rete sidewalk which
does not comply with the section details on the Plans, or in the Engineer's opinion does not demonstrate
first-class workmanship and finish, shall be removed and replaced at the Contractor's expense. Should
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-64
the Contractor’s equipment or methods be unable to produce sidewalk meeting the requirements of the
Plans and Specifications, no further sidewalk construction will be allowed until corrections have been
made to said equipment or methods.
The finish shall be a light broom finish, or as noted in the plans, or as approved by the Engineer. A non-
uniform finish, an overworked finish, a finish where a cement layer has formed, discolored, is spalling,
or a finish damaged by the weather, will not be accepted, and shall be replaced at the C ontractor’s
expense.
8-14.3(5) Detectable Warning Surface
(January 13, 2021 WSDOT GSP)
The first paragraph of Section 8-14.3(5) is revised to read:
The detectable warning surface shall be located as shown in the Contract Plans or Standard Plans.
Placement of the detectable warning surface shall be in accordance with the manufacturer’s
recommendation for placement in fresh concrete, before the concrete has reached initial set, or on a
hardened cement concrete surface Glued or stick down Detectable Warning Surfaces are allowed on
asphalt surfaces only for temporary work zone applications.
8-14.4 Measurement
Supplement this section with the following:
There will be no measurement of the lump sum item, “Median Cut-Through”.
Replace the second paragraph with the following:
Cement concrete curb ramps will be measured per each regardless of curb ramp type and shall include
installation of pedestrian curb and detectable warning surface.
8-14.5 Payment
Supplement this section with the following:
“Cement Conc. Sidewalk ___-Inch Thick,” per square yard.
“Cement Conc. Curb Ramp,” per each. Payment for pedestrian curb and detectable warning surface
shall be included in payment for “Cement Conc. Curb Ramp.”
The lump sum contract price for “Median Cut-Through”, shall be full compensation for furnishing all
labor, materials, tools, equipment and incidentals necessary to construct a complete median cut -
through as shown on the Plans and herein specified, includin g excavation, backfilling, cement conc.
sidewalk 4-inch thick, curb and gutter, pedestrian curb, aggregate, detectable warning surfaces, and
restoring facilities destroyed or damaged during construction. All additional materials and labor not
shown on the Plans or called for herein and which are required to complete the median cut-through per
manufacturer recommendations shall be considered as incidental to the construction and be included
in the lump sum contract price, and no additional compensation shall be allowed.
Payment for crushed surfacing top course placed under sidewalks and sidewalk ramps shall be
considered as incidental work to the various bid items and no separate payment will be made.
8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL
8-20.1 Description
Supplement this section with the following:
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-65
The work under this item includes furnishing and installation of a pedestrian hybrid beacon system
complete in place. The work under Additive Schedule B includes furnishing and installation of
underground PVC conduit with pull rope.
8-20.2 Materials
Supplement this section with the following:
The provisions of Section 9-29 shall apply, except for the following modifications or additions:
Conduit: Below grade conduit on this project shall be Schedule 80 PVC, 2" diameter, conforming to
NEMA TC 2. Rigid Steel Conduit and Fittings shall be used for all bends, entrances, and exits of pull
boxes and where required by code. Conduit bends shall have no less than 12 -Inch radius.
Conduit installation depth to top of pipe shall be 18” cover. Bedding material shall include crushed
surfacing top course, and Select Backfill material shall include crushed surfacing base course or
crushed surfacing top course per City of Pasco Construction Standards. Pavement restoration depths
for asphalt and base rock shall be 3” HMA and 10” CSBC per City of Pasco Standard Detail ST-2C and
ST-3.
A 1/8-Inch braided nylon rope, 450 pounds minimum breaking strength, shall be installed in each
conduit run with two (2) feet doubled back at each termination. When the conductors are pulled, a rope
shall be re-pulled with the conductor and left for future use. Pull rope shall be installed in all spare
conduits.
Pedestrian Hybrid Beacon System: The pedestrian hybrid beacon system shall be equipped with the
following:
(4) EA. 3-signal beacon assemblies
(2) EA. pedestrian signal head
(2) EA. push button
(1) EA. small cabinet housing the Mikros EIC DC controller with built -in conflict monitor
(2) EA. no maintenance absorbed glass mat (AGM) battery
(2) EA. high efficiency self cleaning solar panels
(2) EA. aluminum mounting bracket for pole
(2) EA. 14’ aluminum post, base, and foundation
All hardware necessary for complete installation
Each solar flashing LED beacon system shall meet the following specifications:
Efficient, Low-Power DC Controller 2 watts
Spread Spectrum Radio 900 MHz frequency
Controller Compact Size 7"W x 5.5"D x 9"H
LED 5 Watts
Flash Pattern MUTCD Compliant; alternating, unison
Sign Substrate (30" or 36" signs) 080" Highway grade aluminum
Warranty 25 months
The solar powered pedestrian hybrid beacon system shall be as manufactured by ELTEC® and
supplied by BKK Enterprises, LLC. (206-593-0575) or approved equal.
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-66
8-20.2(2) Equipment List and Drawings
Delete the first paragraph and replace it with the following:
The contractor shall submit all working drawings, shop drawings, sample articles, catalog cuts, and
Requests for Approval of Material Source (RAMS) for electrical items at the Pre-Construction
Conference. The Contractor shall order all major electrical items within ten working days of approval
of these submittals and shall provide a copy of the order authorization, purchase order, or release -to-
ship to the Engineer. No extension of contract working days or suspension of contract time shall be
granted due to the Contractor’s failure to submit RAMS and/or order electrical items in accordance with
this paragraph.
8-20.3 Construction Requirements
8-20.3(1) General
Supplement this section with the following:
Prior to installation, the Contractor shall inform the Engineer when the equipment has arrived on-site.
The Engineer will compare the supplied equipment to the approved shop drawings prior to installation
and must be present during installation to check for socket settings and orientation.
The Contractor is responsible for coordinating with the Department of Labor and Industries and the
Engineer, all required inspections.
8-20.3(2) Excavating and Backfilling
Delete the first paragraph and replace it with the following:
The excavation required for the installation of conduit, cement concrete anchor bases, and pullboxes
shall be performed in such a manner as to cause the least possible damage to streets, sidewalks, and
other improvements. The trenches shall not be excavated wider than necessary for the proper
installation of the conduit. Excavation shall not be performed until immediately prior to installation of
conduit and/or structures. The material from the excava tion shall be placed so as to cause the least
interference to vehicular and pedestrian traffic and to surface drainage. All surplus excavated material
shall be removed and disposed of by the Contractor. Backfilling shall be as shown on the Plans and
shall conform to the provisions specified herein. Compaction of conduit trenches and structure backfill
shall be accomplished by a method which will result in backfill compacted to at least 95% of maximum
density.
8-20.3(4) Foundations
Supplement this section with the following:
The top six inches (anchor base) of the concrete foundation shall be formed and finished with a concrete
pad, 18” square, with 3/4-Inch chamfer edges, and the top shall be at finish sidewalk grade. The anchor
base shall be separated from adjacent concrete surfaces by means of expansion joints. Forms for the
anchor bases shall be true to line and grade and the conduit ends and anchor bolts shall be held in
proper position and height by means of a temporary template. A fter standards are plumbed, the
Contractor shall grout between the base plate and anchor base as shown on the Plans.
Precast bases meeting contract requirements are acceptable for use. If the Contractor elects to use
precast bases, the Contractor shall furnish, install, and compact six (6) inches of crushed surfacing top
course below the base, and backfill/compact around the sides with clean native material or crushed
surfacing as directed. The precast base top shall be set six inches below finish sidewa lk grade and a
six-inch depth concrete pad with 3/4-inch chamfer edges shall be formed and finished at the ground
surface as shown on the Plans. The concrete pad shall be separated from adjacent concrete surfaces
my means of expansion joints. All requirements pertaining to use of precast bases shall be considered
as incidental work to the various bid items and no separate payment will be made.
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-67
8-20.3(5) Conduit
Supplement this section with the following:
The ends of conduits for future connection shall be marked with an 8’ treated 2x4 inside of an 8’ steel
stud, painted red, extending 24”-36” above finished ground surface. Fiberglass markers may be
proposed for approval consideration by the City Engineer.
8-20.4 Measurement
Supplement this section with the following:
There will be no measurement of the lump sum item, “Spare Conduit, Complete”.
There will be no measurement of the lump sum item, “Pedestrian Hybrid Beacon System, Complete”.
8-20.5 Payment
Delete this entire section and replace it with the following:
The lump sum contract price for "Pedestrian Hybrid Beacon System, Complete" shall be full
compensation for furnishing all labor, materials, tools, equipment and incidentals necessary to construct
a complete and functional pedestrian hybrid beacon system as shown on the Plans and specified
herein, including excavation, backfilling, concrete foundations, poles, two 3 -signal beacon assemblies
for each approach, one pedestrian signal head at each end of crosswalk, pedestrian push buttons, self-
contained solar power system, solar panels, accessories, restoring facilities destroyed or damaged
during construction, and making all required tests. All additional materials and labor not shown on the
Plans or called for herein and which are required to complete the various systems shall be considered
as incidental work to the various bid items and no separate payment will be made.
The lump sum contract price for “Spare Conduit, Complete” shall be full compensation for furnishing all
labor, materials, tools, equipment and incidentals necessary to construct spare conduit as shown on
the Plans and specified herein, including sawcutting, pavement and base removal, trenching, bedding,
conduit, caps, pull string, end marker posts, select backfill full depth, base rock, asphalt surfacing,
pavement markings, and L&I inspection. All additional materials and labor not shown on the Plans or
called for herein and which are required to install the new conduit shall be considered as incidental
work to the various bid items and no separate payment will be made.
8-21 PERMANENT SIGNING
8-21.2 Materials
Supplement this section with the following:
Sign posts for permanent traffic control signing shall be 2"x2" 12-gauge perforated steel tubing. Socket
sleeves for the sign post shall be 2-1/4"x 2-1/4"x30" 12-gauge perforated steel tubing.
8-21.3 Construction Requirements
Supplement this section with the following:
Socket sleeves for sign posts shall be set in 12" diameter x 18" deep base of class 3000 cement
concrete at finish grade so that erected signs will be plumb with roadway/sidewalk. The Contractor
shall correct any misaligned socket sleeves at his own expense.
8-21.5 Payment
Supplement this section with the following:
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6-68
All costs associated with the relocating, furnishing, and installation of traffic signs shall be included in
the lump sum bid item, “Permanent Signing.”
8-22 PAVEMENT MARKING
8-22.1 Description
Supplement this section with the following:
This work includes temporary pavement markings as described in the Plans.
8-22.2 Materials
Supplement this section with the following:
Arrows, letters, symbols, stop lines, and crosswalks shall be Type B – Pre-formed Fused Thermoplastic.
All lines shall be Type A – Liquid Hot Applied Thermoplastic. Striping material type may vary only with
written approval from the City Engineer.
8-22.5 Payment
Supplement this section with the following:
The lump sum bid price for “Pavement Markings” shall be full compensation for all labor, tools,
equipment, and materials necessary to complete this item of work in place, including temporary and
permanent markings, dimensional layout in the field, cleaning pavement surfaces, removal of existing
pavement markings, and furnishing and installing all markings, as shown on the Plans. Crosswalk and
stop line markings shall be Plastic Type B, 125 mil. thickness.
APPENDIX A
WSDOT STANDARD PLANS
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 1
Standard Plans
(September 13, 2021)
The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21 -01, effective
September 13, 2021, is made a part of this contract.
The Standard Plans are revised as follows:
B-90.40
Valve Detail – DELETED
C-8
DELETED
C-8A
DELETED
C-60.10
Sheet 1, ADD Note: NOTE: STEEL WELDED WIRE REINFORECMENT DEFORMED FOR CONCRETE
MAY BE SUBSITUTED FOR REINFORCING STEEL IN ACCORDANCE WITH STANDARD
SPECIFICATION, SECTION 6-10.3
Sheet 2, New Note 5: The connecting pin may be fabricated with a forged head as shown on Standard Plan
C-60.15.”
C-85.16
DELETED
C-85.20
DELETED
D-10.10
Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached
on top of the wall are considered non-standard and shall be designed in accordance with the current
WSDOT Bridge Design Manual (BDM) and the revisions stated in the 11/3/15 Bridge Design memorandum.
D-10.15
Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached
on top of the wall are considered non-standard and shall be designed in accordance with the current
WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum.
D-10.30
Wall Type 5 may be used in all cases.
D-10.35
Wall Type 6 may be used in all cases.
D-10.40
Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached
on top of the wall are considered non-standard and shall be designed in accordance with the current
WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum.
D-10.45
Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached
on top of the wall are considered non-standard and shall be designed in accordance with the current
WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum.
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 2
D-15.10
STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are withdrawn.
Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans.
D-15.20
STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are withdrawn.
Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans.
D-15.30
STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are withdrawn.
Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans.
G-90.11
DELETED
G-90.40
DELETED
J-20.26
Add Note 1, “1. One accessible pedestrian pushbutton station per pedestrian pushbutton post.”
J-20.16
View A, callout, was – LOCK NIPPLE, is revised to read; CHASE NIPPLE
J-.21-10
Sheet 1, Elevation View, Round Concrete Foundation Detail, callout – “ANCHOR BOLTS ~ ¾” (IN) X 30”
(IN) FULL THREAD ~ THREE REQ’D. PER ASSEMBLY” IS REVISED TO READ: “ANCHOR BOLTS ~ ¾”
(IN) X 30” (IN) FULL THREAD ~ FOUR REQ’D PER ASSEMBLY”
Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top of the foundation
to find 2 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting
the distance form the bottom of the foundation to find 2 #4 reinf. Bar.
Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation
to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting
the distance from the bottom of the foundation to find 1 # 4 reinf. Bar.
Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the t op of the foundation
to find 2 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting
the distance from the bottom of the foundation to find 2 # 4 reinf. Bar.
Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation
to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting
the distance from the bottom of the foundation to find 1 # 4 reinf. Bar.
Detail F, callout, “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping Bolts (see Note 3)”
is revised to read; “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping Bolts (see Note
1)”
Detail F, callout, “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Four Required (See Note 4)” is revised to read;
“3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Three Required (See Note 2)”
J-21.15
Partial View, callout, was – LOCK NIPPLE ~ 1 ½” DIAM., is revised to read; CHASE NIPPLE ~ 1 ½” (IN)
DIAM.
J-21.16
Detail A, callout, was – LOCKNIPPLE, is revised to read; CHASE NIPPLE
J-22.15
Ramp Meter Signal Standard, elevation, dimension 4’ - 6” is revised to read; 6’-0” (2x) Detail A, callout, was
– LOCK NIPPLE ~ 1 ½” DIAM. is revised to read; CHASE NIPPLE ~ 1 ½” (IN) DIAM.
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 3
J-40.10
Sheet 2 of 2, Detail F, callout, “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 12” S. S. FLAT WASHER” is
revised to read; “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 1/2” (IN) S. S. FLAT WASHER”
J-40.36
Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for the cover.” Is revised to read; ”Finish
shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and Pickled) for the cover.
J-40.37
Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for th e cover.” Is revised to read; ”Finish
shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and Pickled) for the cover.
J-75.20
Key Notes, note 16, second bullet point, was: “1/2” (IN) x 0.45” (IN) Stainless Steel Bands”, add the following
to the end of the note: “Alternate: Stainless steel cable with stainless steel ends, nuts, bolts, and washers
may be used in place of stainless steel bands and associated hardware.”
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 4
The following are the Standard Plan numbers applicable at the time this project was advertised. The date
shown with each plan number is the publication approval date shown in the lower right -hand corner of that
plan. Standard Plans showing different dates shall not be used in this contract.
A-10.10-00.............. 8/7/07 A-30.35-00 ............. 10/12/07 A-50.10-01 .............. 8/17/21
A-10.20-00............ 10/5/07 A-40.00-00 ............... 8/11/09 A-50.40-01 .............. 8/17/21
A-10.30-00............ 10/5/07 A-40.10-04 ............... 7/31/19 A-60.10-03 ............ 12/23/14
A-20.10-00............ 8/31/07 A-40.15-00 ............... 8/11/09 A-60.20-03 ............ 12/23/14
A-30.10-00............ 11/8/07 A-40.20-04 ............... 1/18/17 A-60.30-01 .............. 6/28/18
A-30.30-01 6/16/11 A-40.50-02 ............. 12/23/14 A-60.40-00 .............. 8/31/07
B-5.20-03................ 9/9/20 B-30.50-03 ............... 2/27/18 B-75.20-03 .............. 8/17/21
B-5.40-02.............. 1/26/17 B-30.60-00 ................. 9/9/20 B-75.50-01 ............. .6/10/08
B-5.60-02.............. 1/26/17 B-30.70-04 ............... 2/27/18 B-75.60-00 ................ 6/8/06
B-10.20-02.............. 3/2/18 B-30.80-01 ............... 2/27/18 B-80.20-00 ................ 6/8/06
B-10.40-02............ 8/17/21 B-30.90-02 ............... 1/26/17 B-80.40-00 ................ 6/1/06
B-10.70-02............ 8/17/21 B-35.20-00 ................. 6/8/06 B-85.10-01 .............. 6/10/08
B-15.20-01.............. 2/7/12 B-35.40-00 ................. 6/8/06 B-85.20-00 ................ 6/1/06
B-15.40-01.............. 2/7/12 B-40.20-00 ................. 6/1/06 B-85.30-00 ................ 6/1/06
B-15.60-02............ 1/26/17 B-40.40-02 ............... 1/26/17 B-85.40-00 ................ 6/8/06
B-20.20-02............ 3/16/12 B-45.20-01 ............... 7/11/17 B-85.50-01 .............. 6/10/08
B-20.40-04............ 2/27/18 B-45.40-01 ............... 7/21/17 B-90.10-00 ................ 6/8/06
B-20.60-03............ 3/15/12 B-50.20-00 ................. 6/1/06 B-90.20-00 ................ 6/8/06
B-25.20-02............ 2/27/18 B-55.20-03 ............... 8/17/21 B-90.30-00 ................ 6/8/06
B-25.60-02............ 2/27/18 B-60.20-02 ................. 9/9/20 B-90.40-01 .............. 1/26/17
B-30.05-00.............. 9/9/20 B-60.40-01 ............... 2/27/18 B-90.50-00 ................ 6/8/06
B-30.10-03............ 2/27/18 B-65.20-01 ............... 4/26/12 B-95.20-02 .............. 8/17/21
B-30.15-00............ 2/27/18 B-65.40-00 ................. 6/1/06 B-95.40-01 .............. 6/28/18
B-30-20-04 ........... 2/27/18 B-70.20-00 ................. 6/1/06
B-30.30-03............ 2/27/18 B-70.60-01 ............... 1/26/17
B-30-40-03 ........... 2/27/18
C-1 .......................... 9/9/20 C-22.16-07 ............... 9/16/20 C-60.70-00 .............. 9/24/20
C-1b ........................ 9/9/20 C-22.40-08 ............... 9/16/20 C-60.80-00 .............. 8/17/21
C-1d .................... 10/31/03 C-22.45-05 ............... 9/16/20 C-70.15-00 .............. 8/17/21
C-2c ...................... 8/12/19 C-23.60-04 ............... 7/21/17 C-70.10-03 .............. 8/20/21
C-4f ....................... 8/12/19 C-24.10-02 ............... 8/12/19 C-75.10-02 .............. 9/16/20
C-6a .................... 10/14/09 C-25.20-07 ............... 8/20/21 C-75.20-03 .............. 8/20/21
C-7 ........................ 6/16/11 C-25.22-06 ............... 8/20/21 C-75.30-03 .............. 8/20/21
C-7a ...................... 6/16/11 C-25.26-05 ............... 8/20/21 C-80.10-02 .............. 9/16/20
C-8 ........................ 2/10/09 C-25.30-01 ............... 8/20/21 C-80.20-01 ............ 6/11/140
C-8a ...................... 7/25/97 C-25.80-05 ............... 8/12/19 C-80.30-02 .............. 8/20/21
C-20.10-07 ........... 8/20/21 C-60.10-01 ............... 9/24/20 C-80.40-01 .............. 6/11/14
C-20.14-04 ........... 8/12/19 C-60.15-00 ............... 8/17/21 C-85.10-00 ................ 4/8/12
C-20.15-02 ........... 6/11/14 C-60.20-00 ............... 9/24/20 C-85.11-01 .............. 9/16/20
C-20.18-03 ........... 8/12/19 C-60.30-01 ............... 8/17/21 C-85.15-02 .............. 8/27/21
C-20.40.08............ 8/20/21 C-60.40-00 ............... 8/17/21 C-85-18-02 .............. 8/20/21
C-20.41-03 ........... 8/20/21 C-60.45-00 ............... 8/17/21
C-20.42-05 ........... 7/14/15 C-60.50-00 ............... 8/17/21
C-20.45.02............ 8/12/19 C-60.60-00 ............... 8/17/21
D-2.04-00 ........... 11/10/05 D-2.80-00 ............... 11/10/05 D-10.10-01 .............. 12/2/08
D-2.06-01 ............... 1/6/09 D-2.84-00 ............... 11/10/05 D-10.15-01 .............. 12/2/08
D-2.08-00 ........... 11/10/05 D-2.88-00 ............... 11/10/05 D-10.20-01 ................ 8/7/19
D-2.32-00 ........... 11/10/05 D-2.92-00 ............... 11/10/05 D-10.25-01 ................ 8/7/19
D-2.34-01 ............... 1/6/09 D-3.09-00 ................. 5/17/12 D-10.30-00 ................ 7/8/08
D-2.36-03 ............. 6/11/14 D-3.10-01 ................. 5/29/13 D-10.35-00 ................ 7/8/08
D-2.46-02 ............. 8/13/21 D-3.11-03 ................. 6/11/14 D-10.40-01 .............. 12/2/08
D-2.60-00 ........... 11/10/05 D-3.15-02 ................. 6/10/13 D-10.45-01 .............. 12/2/08
D-2.62-00 ........... 11/10/05 D-3.16-02 ................. 5/29/13
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 5
D-2.64-01 ............... 1/6/09 D-3.17-02 ................... 5/9/16
D-2.66-00 ........... 11/10/05 D-4 ......................... 12/11/98
D-2.68-00 ........... 11/10/05 D-6 ........................... 6/19/98
E-1 ........................ 2/21/07 E-4 ........................... 8/27/03
E-2 ........................ 5/29/98 E-4a ......................... 8/27/03
F-10.12-04 ............ 9/24/20 F-10.62-02 ............... 4/22/14 F-40.15-04 .............. 9/24/20
F-10.16-00 .......... 12/20/06 F-10.64-03 ............... 4/22/14 F-40.16-03 .............. 6/29/16
F-10.18-02 ............ 9/24/20 F-30.10-04 ............... 9/25/20 F-45.10-03 .............. 8/31/21
F-10.40-04 ............ 9/24/20 F-40.12-03 ............... 6/29/16 F-80.10-04 .............. 7/15/16
F-10.42-00 ............ 1/23/07 F-40.14-03 ............... 6/29/16
G-10.10-00 ........... 9/20/07 G-26.10-00............... 7/31/19
G-20.10-03 ........... 8/20/21 G-30.10-04............... 6/23/15
G-22.10-04 ........... 6/28/18 G-50.10-03............... 6/28/18
G-24.10-00 .......... 11/8/07 G-90.10-03............... 7/11/17
G-24.20-01 ............. 2/7/12 G-90.20-05............... 7/11/17
G-24.30-02 ........... 6/28/18 G-90.30-04............... 7/11/17
G-24.40-07 ........... 6/28/18 G-95.10-02............... 6/28/18
G-24.50-05 ............. 8/7/19 G-95.20-03............... 6/28/18
G-24.60.05 ........... 6/28/18 G-95.30-03............... 6/28/18
G-25.10-05 ........... 9/16/20
H-10.10-00 ............. 7/3/08 H-32.10-00 ............... 9/20/07 H-70.10-02 .............. 8/17/21
H-10.15-00 ............. 7/3/08 H-60.10-01 ................. 7/3/08 H-70.20-02 .............. 8/17/21
H-30.10-00 ......... 10/12/07 H-60.20-01 ................. 7/3/08
I-10.10-01 ............. 8/11/09 I-30.20-00 ................ 9/20/07 I-40.20-00 ................ 9/20/07
I-30.10-02 ............. 3/22/13 I-30.30-02 ................ 6/12/19 I-50.20-01 ................ 6/10/13
I-30.15-02 ............. 3/22/13 I-30.40-02 ................ 6/12/19 I-60.10-01 ................ 6/10/13
I-30.16-01 ............. 7/11/19 I-30.60-02 ................ 6/12/19 I-60.20-01 ................ 6/10/13
I-30.17-01 ............. 6/12/19 I-40.10-00 ................ 9/20/07 I-80.10-02 ................ 7/15/16
J-10 ...................... 7/18/97 J-28.40-02 ................ 6/11/14 J-60.13-00 ............... 6/16/10
J-10.10-04 ............ 9/16/20 J-28.42-01 ................ 6/11/14 J-60.14-01 ............... 7/31/19
J-10.12-00 ............ 9/16/20 J-28.43-01 ................ 6/28/18 J-75.10-02 ............... 7/10/15
J-10.14-00 ............ 9/16/20 J-28.45-03 ................ 7/21/16 J-75.20-01 ............... 7/10/15
J-10.15-01 ............ 6/11/14 J-28.50-03 ................ 7/21/16 J-75.30-02 ............... 7/10/15
J-10.16-02 ............ 8/18/21 J-28.60-03 ................ 8/27/21 J-75.41-01 ............... 6/29/16
J-10.17-02 ............ 8/18/21 J-28.70-03 ................ 7/21/17 J-75.45-02 ................. 6/1/16
J-10.18-02 ............ 8/18/21 J-29.10-01 ................ 7/21/16 J-80.10-01 ............... 8/18/21
J-10.20-04 ............ 8/18/21 J-29.15-01 ................ 7/21/16 J-80.12-00 ............... 8/18/21
J-10.21-02 ............ 8/18/21 J-29.16-02 ................ 7/21/16 J-80.15-00 ............... 6/28/18
J-10.22-02 ............ 8/18/21 J-30.10-00 ................ 6/18/15 J-81.10-02 ............... 8/18/21
J-10.25-00 ............ 7/11/17 J-40.05-00 ................ 7/21/16 J-81.12-00 ................. 9/3/21
J-12.15-00 ............ 6/28/18 J-40.10-04 ................ 4/28/16 J-86.10-00 ............... 6/28/18
J-12.16-00 ............ 6/28/18 J-40.20-03 ................ 4/28/16 J-90.10-03 ............... 6/28/18
J-15.10-01 ............ 6/11/14 J-40.30-04 ................ 4/28/16 J-90.20-03 ............... 6/28/18
J-15.15-02 ............ 7/10/15 J-40.35-01 ................ 5/29/13 J-90.21-02 ............... 6/28/18
J-20.10-04 ............ 7/31/19 J-40.36-02 ................ 7/21/17 J-90.50-00 ............... 6/28/18
J-20.11-03 ............ 7/31/19 J-40.37.02 ................ 7/21/17
J-20.15-03 ............ 6/30/14 J-40.38-01 ................ 5/20/13
J-20.16-02 ............ 6/30/14 J-40.39-00 ................ 5/20/13
J-20.20-02 ............ 5/20/13 J-40.40-02 ................ 7/31/19
J-20.26-01 ............ 7/12/12 J-45.36-00 ................ 7/21/17
J-21.10-04 ............ 6/30/14 J-50-05-00 ............... 7/21/17
J-21.15-01 ............ 6/10/13 J-50.10-01 ................ 7/31/19
J-21.16-01 ............ 6/10/13 J-50.11-02 ................ 7/31/19
J-21.17-01 ............ 6/10/13 J-50.12-02 .................. 8/7/19
G:\PROJECTS\2021\21102E\Spec\21102 Spec.Docx 6
J-21.20-01 ............ 6/10/13 J-50.13-00 ................ 8/22/19
J-22.15-02 ............ 7/10/15 J-50.15-01 ................ 7/21/17
J-22.16-03 ............ 7/10/15 J-50.16-01 ................ 3/22/13
J-26.10-03 ............ 7/21/16 J-50.18-00 .................. 8/7/19
J-26.15-01 ............ 5/17/12 J-50.19-00 .................. 8/7/19
J-26.20-01 ............ 6/28/18 J-50.20-00 .................. 6/3/11
J-27.10-01 ............ 7/21/16 J-50.25-00 .................. 6/3/11
J-27.15-00 ............ 3/15/12 J-50.30-00 .................. 6/3/11
J-28.10-02 .............. 8/7/19 J-60.05-01 ................ 7/21/16
J-28.22-00 .............. 8/7/07 J-60.11-00 ................ 5/20/13
J-28.24-02 ............ 9/16/20 J-60.12-00 ................ 5/20/13
J-28.26-01 .......... 12/02/16
J-28.30-03 ............ 6/11/21
K-70.20-01.............. 6/1/16 K-80.35-01 ............... 9/16/20
K-80.10-02............ 9/25/20 K-80.37-01 ............... 9/16/20
K-80.20-00.......... 12/20/06
K-80.32-00............ 8/17/21
K-80.34-00............ 8/17/21
L-10.10-02 ............ 6/21/21 L-40.15-01 ............... 6/16/11 L-70.10-01 ............... 5/21/08
L-20.10-03 ............ 7/14/15 L-40.20-02 ............... 6/21/12 L-70.20-01 ............... 5/21/08
L-30.10-02 ............ 6/11/14
M-1.20-04 ............. 9/25/20 M-11.10-03 ................ 8/7/19 M-40.20-00 ............ 10/12/07
M-1.40-03 ............. 9/25/20 M-12.10-02 .............. 9/25/20 M-40.30-01 .............. 7/11/17
M-1.60-03 ............. 9/25/20 M-15.10-01 ................ 2/6/07 M-40.40-00 .............. 9/20/07
M-1.80-03 ............... 6/3/11 M-17.10-02 ................ 7/3/08 M-40.50-00 .............. 9/20/07
M-2.20-03 ............. 7/10/15 M-20.10-03 .............. 9/25/20 M-40.60-00 .............. 9/20/07
M-2.21-00 ............. 7/10/15 M-20.20-02 .............. 4/20/15 M-60.10-01 ................ 6/3/11
M-3.10-04 ............. 9/25/20 M-20.30-04 .............. 2/29/16 M-60.20-03 .............. 8/17/21
M-3.20-03 ............. 9/25/20 M-20.40-03 .............. 6/24/14 M-65.10-03 .............. 8/17/21
M-3.30-04 ............. 9/25/20 M-20.50-02 ................ 6/3/11 M-80.10-01 ................ 6/3/11
M-3.40-04 ............. 9/25/20 M-24.20-02 .............. 4/20/15 M-80.20-00 .............. 6/10/08
M-3.50-03 ............. 9/25/20 M-24.40-02 .............. 4/20/15 M-80.30-00 .............. 6/10/08
M-5.10-03 ............. 9/25/20 M-24.60-04 .............. 6/24/14
M-7.50-01 ............. 1/30/07 M-24.65-00 .............. 7/11/17
M-9.50-02 ............. 6/24/14 M-24.66-00 .............. 7/11/17
M-9.60-00 ............. 2/10/09 M-40.10-03 .............. 6/24/14
1MGLEIP7 (MKMXEPP]WMKRIHF]1MGLEIP7 *PIQMRK *PIQMRK (EXI (EXI
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER
Washington State Department of Transportation
‘
LANDING
A
CURB RAMP
FACE OF CURB
A
‘
C
B
SECTION A
CURB RAMP
CURB RAMP
LEGEND
CURB RAMP
B
LANDING
LANDING
(TYP.)4" FACE OF CURB
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
CURB AND GUTTER
SECTION
SECTION
CROSSWALKCROSSWALK
GRADE BREAK
GRADE BREAK
GRADE BREAK
3" R.
LANDING
PLAN VIEW PLAN VIEW
TYPE PARALLEL A TYPE PARALLEL B
SEE CONTRACT PLANS
1.
2.
3.
NOTES
LANDINGCURB RAMP (TYP.)4" ISOMETRIC VIEWISOMETRIC VIEW
TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT
SLOPE IN EITHER DIRECTION
STANDARD PLAN F-40.12-03
ROADWAY
TOP OF
5.0% MAX.COUNTER SLOPE
VARIESSEE CONTRACT PLANS
4.
5.
6.
7.
8.
9.
GRADE BREAK
GRADE BREAK
SEE CONTRACT PLANS
4’ - 0" MIN. ~
SEE
DETECTABLE WARNING SURFACE ~
STANDARD PLAN F-45.10
SEE
DETECTABLE WARNING SURFACE ~
STANDARD PLAN F-45.10
PEDESTRIAN CURB ~
SEE NOTE 9
SEE
DETECTABLE WARNING SURFACE ~
STANDARD PLAN F-45.10
PEDESTRIAN CURB ~
SEE NOTE 9
SEE CONTRACT PLANS
4’ - 0" MIN. ~
PEDESTRIAN CURB ~
SEE NOTE 9
CURB ~
CEMENT CONCRETE PEDESTRIAN
SEE NOTE 9
4’ - 0" MIN.
4’ - 0" MIN.
4’ - 0" MIN.
SEE CONTRACT PLANS
SEE
3/8" EXPANSION JOINT (TYP.) ~
STANDARD PLAN F-30.10
PARALLEL B" PAY LIMIT ~
"CEMENT CONCRETE CURB RAMP TYPE
SEE NOTE 6
PARALLEL A" PAY LIMIT ~
"CEMENT CONCRETE CURB RAMP TYPE
SEE NOTE 6
PARALLEL CURB RAMPDRAWN BY: FERN LIDDELL(TYP.)4" *
**FORMWORK (8.3% MAX.) ~ SEE NOTE 7
7.5% OR FLATTER RECOMMENDED FOR DESIGN/***
(ALONG INSIDE RADIUS AT BACK OF WALKWAY)
(ALONG INSIDE RADIUS AT BACK OF WALKWAY)
SEE NOTE 7
15’ - 0" MAX. (TYP.)
*
**
SEE NOTE 7
15’ - 0" MAX. (TYP.)
SEE NOTE 7
15’ - 0" MAX. (TYP.)
C
*
**
*
DEPRESSED CURB AND GUTTER
DEPRESSED CURB AND GUTTER
SEE CONTRACT PLANS
4’ - 0" MIN. ~
SEE CONTRACT PLANS
4’ - 0" MIN. ~
DESIGN/FORMWORK (2% MAX.)
1.5% OR FLATTER RECOMMENDED FOR
CURB AND GUTTER
SEE
DEPRESSED CURB AND GUTTER ~
STANDARD PLAN F-10.12
AND NOTE 6
**
1
1
CONTRACTION JOINT EQUALLY SPACED 4’ - 0" MIN. OC.
FOR CURB RAMP LENGTHS GREATER THAN 8’ - 0"PROVIDE
STANDARD PLAN F-30.1 CONTRACTION JOINT (TYP.) ~ SEE
1
CURB RAMP
SEE
3/8" (IN) EXPANSION JOINT (TYP.) ~
STANDARD PLAN F-30.10
JOINT (TYP.) ~ SEE
3/8" (IN) EXPANSION
STANDARD PLAN F-30.10
JOINT (TYP.) ~ SEE
3/8" EXPANSION
STANDARD PLAN F-30.10
Specifications 8-14.
Standard
Standard Plan F-30.10
F-10.12
Standard Plan
Ramp or Landing and there will be no material to retain.
Curb Ramp and/or Landing will be at the same elevation as the Curb
Pedestrian Curb may be omitted if the ground surface at the back of the
Curb Ramps and Landings shall receive a broom finish. See
walkway.
15-foot max. length is measured on the inside radius along the back of the
the15-foot max. measurement. When a ramp is constructed on a radius, the
over a horizontal distance of 15 feet. Do not include abutting landing(s) in
constant slope from bottom of ramp to top of ramp to match into the sidewalk
the running slope of the curb ramp is allowed to exceed 8.3%. Use a single
shown in the Contract Plans). When applying the 15-foot max. length,
The Curb Ramp length is not required to exceed 15 feet (unless otherwise
Pedestrian Curb, or Sidewalks.
the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter,
The Bid Item "Cement Concrete Curb Ramp Type __" does not include
See Contract Plans for width and placement of sidewalk.
for Cement Concrete Sidewalk Details.See
Pedestrian Curb details.
for Curb, Curb and Gutter, Depressed Curb and Gutter, and
See Contract Plans for the curb design specified. See
Curb and Gutter where the Landing connects to the roadway.
nances on any part of the Curb Ramp or Landing, or in the Depressed
Do not place Gratings, Junction Boxes, Access Covers, or other appurte-
break between the two adjacent surface planes shall be flush.
Where "GRADE BREAK" is called out, the entire length of the grade
roadway must be contained within the width of the crosswalk markings.
At marked crosswalks, the connection between the landing and the STA TEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEERR
ELLEZ TTOCS .R28680
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER
Washington State Department of Transportation
MAX.MIN.
A
B
C
D
D
C
A
A
B
B
0.65"
0.9"
0.45"
1.
2.
3.
4.
NOTES
CURB RAMP
TRUNCATED DOME SPACING
__
A
A
TRUNCATED DOME
SECTION
0.90"
2.40"1.60"
1.40"
PEDESTRIAN RAILROAD CROSSING15’ MAX.6’ MIN.15’ MAX.6’ MIN.RAIL
LANDING
CURB RAMP CURB RAMP
LANDING
E 0.2"0.2"
E
PLACEMENT GUIDELINES
CURB RAMP
SEE NOTE 3
5.
6.
PARALLEL CURB RAMP
SINGLE DIRECTION CURB RAMP
SHOULDERMIN.2’- 0" ISLAND
ROUNDABOUT SPLITTER6’ - 0" MIN.DRAWN BY: FERN LIDDELLDETECTABLE WARNING SURFACE DETAIL
TRUNCATED DOME DETAILS
WALKWAY
WIDTH OF
SHARED-USE PATH CONNECTION
CURB AND GUTTER
WALKWAY
PATH OR
WIDTH OF CURB RAMP
MEDIAN CUT-THROUGH
ISLAND CUT-THROUGH
THROUGH OR WALKWAY
CURB RAMP, LANDING, CUT-
WALKWAY
LANDING, CUT-THROUGH OR
MATCH TO WIDTH OF CURB RAMP,
WALKWAY
PATH OR
SHARED-USE
WALKWAY (TYP.)
USE PATH OR
WIDTH OF SHARED-
WALKWAY WALKWAY
FLAREFLARE
WALKWAYWALKWAY
LANDING
WIDTH OF
SEE NOTE 2
BACK OF CURB ~
LANDING > 5 FT. FROM BACK OF CURB)
(GRADE BREAK BETWEEN CURB AND
WALKWAY
CURB RAMP
WALKWAY
WIDTH OF
WALKWAY
LANDING
SINGLE DIRECTION CURB RAMP
BACK OF CURB BREAKGRADE BREAKGRADE 7.
8.
SEE NOTE 3
SURFACE (DWS) ~
DETECTABLE WARNING
EDGE
PAVEMENT
MIN.
2’ - 0"
LANDING = 5 FT. FROM BACK OF CURB)
(GRADE BREAK BETWEEN CURB AND
LANDING
2’ - 0" MIN.
2’ - 0" MIN.
(SEE NOTE 6)
SEE NOTE 2
BACK OF CURB ~
(SEE NOTE 6)
(SEE NOTE 6)
SEE NOTE 2
BACK OF CURB ~
(SEE NOTE 6)
SEE NOTE 2
BACK OF CURB ~
SEE NOTES 4 & 7
SURFACE (DWS) ~
DETECTABLE WARNING
SEE NOTE 8
OFFSET
SEE NOTES 4 & 5
SURFACE (DWS) ~
DETECTABLE WARNING
(TYP.)
WIDTH OF CUT-THROUGH
SEE NOTE 2
BACK OF CURB ~
SEE NOTE 2
BACK OF CURB ~
SEE NOTE 2
BACK OF CURB ~
SEE NOTE 4
SURFACE (DWS) ~
DETECTABLE WARNING
LANDING, OR WALKWAY
WIDTH OF CURB RAMP,
TRAVEL
DIRECTION OF
APPLICATIONS
TYP. OF ALL
2’ - 0" MIN. ~
SEE NOTE 3
SURFACE (DWS) ~
DETECTABLE WARNING
SEE NOTE 3
SURFACE (TYP.) ~
DETECTABLE WARNING
SEE NOTE 3
SURFACE (TYP.) ~
DETECTABLE WARNING
SURFACE (DWS) ~ SEE NOTE 3
DETECTABLE WARNING
PERPENDICULAR CURB RAMP
SURFACE (DWS) ~ SEE NOTE 3
DETECTABLE WARNING
STANDARD PLAN F-45.10-02
SURFACE
DETECTABLE WARNING
FOR COLOR OF SURFACE
SEE STANDARD SPECIFICATIONS
THROUGH (TYP.)
WIDTH OF CUT-
(TYP.)
WIDTH OF CUT-THROUGH
bottom of the curb ramp directly above the grade break.
5 ft. from the back of curb at all points, place the Detectable Warning Surface on the
When the grade break between the curb ramp and the landing is less than or equal to
the bottom of the ramp and within the required distance from the rail.
If a curb ramp is required, the location of the Detectable Warning Surface must be at
for sidewalk and curb ramp details. Standard Plans See
Detectable Warning Surface shall be placed at the pavement edge.
If curb and gutter are not present, such as a shared-use path connection, the
The rows of truncated domes shall be aligned to be parallel to the direction of travel.
break at the back of curb.
The rows of truncated domes shall be aligned to be perpendicular to the grade
back of the curb is permitted (measured at the leading corners of the DWS panel).
requires a concrete border around the DWS, a variance of up to 2 inches from the
at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS
with no more than a 2 inch gap between the DWS and the back of the curb measured
two leading corners of the DWS panel placed adjacent to the back of the curb, and
The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the
on each side of the DWS is permitted.
the DWS requires a concrete border around the DWS, a variance of up to 2 inches
landing, or other roadway entrance as applicable. Exception: If the Manufacturer of
The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, STA TEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEERR
ELLEZ TTOCS .R28680
TYPICAL APPLICATIONS
LANE LANE 8’4’2’
(TYP.)
1’1’
1’
5’ MAX.
(TYP.)
1’ WIDE FOR 4’ SHOULDERS
2’ WIDE FOR SHOULDERS OVER 4’ WIDE
1’ MIN.
‘
ROADWAY
‘
LANE
SHOULDER AREA
SHOULDER AREA
CROSSWALK LINE
DETAIL
STOP LINE
SHEET 1 OF 1 SHEET
EDGE OF PAVEMENT, OR FACE OF
CURB (WITHOUT GUTTER), OR EDGE
OF GUTTER PAN (WHEN THERE IS
CURB & GUTTER) (TYP.)
INSTALL CROSSWALK LINES IN
SHOULDER AREAS ONLY WHEN
ADJACENT TO A SIDEWALK OR
A SEPARATE WALKWAY (TYP.)
SHOULDER
EDGE OF CONCRETE
GUTTER
SIDEWALK
SIDEWALK
SHOULDER
EDGE OF CONCRETE
GUTTER
SIDEWALK
SHOULDER
EDGE OF CONCRETE
GUTTER
EDGE OF TRAVELED WAYEDGE OF TRAVELED WAY MIN.EDGE OF CONCRETE
GUTTER
SIDEWALK
SHOULDER
CROSSWALK LAYOUT
STANDARD PLAN M-15.10-01DRAWN BY: FERN LIDDELLAPPROVED FOR PUBLICATION
DATESTATE DESIGN ENGINEER
Washington State Department of Transportation
INSTALL CROSSWALK LINES
PARALLEL TO THE ROADWAY
STA TEOFWASHINGT
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EGISTEREDPROFE
S
SIONAL ENGINEER25335THEODORE J. TR
EPA
NI
EREXPIRES AUGUST 9, 2007
1.
NOTES
See the Contract Plans for locations of crosswalk centerlines.
To the maximum extent possible, curb ramp centerline should
be perpendicular to the crosswalk centerline.
To the maximum extent possible, crosswalks should be
perpendicular to the centerline of the traveled way.
2.
3.NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPARTMENT OF TRANS-PORTATION. A COPY MAY BE OBTAINED UPON REQUEST.Ken L. Smith 02-06-07
EW
S
N
1
HLA PROJECT NO. 21102
CITY OF PASCO PROJECT NO. 21-293
VICINITY MAP
NOT TO SCALE
CITY OF PASCO
NORTH 20TH AVENUE PEDESTRIAN
HYBRID BEACON
SHEET INDEX
SHEET 1
SHEET 2
SHEET 3
COVER SHEET
SITE PLAN
DETAILS
Know what's below.
before you dig.Call
R
OCTOBER 2021
FRANKLIN COUNTY WASHINGTON
HLA 2803 River Road
Yakima, WA 98902
509.966.7000
Fax 509.965.3800
www.hlacivil.comEngineering and Land Surveying, Inc.
CITY OF PASCO
NORTH 20TH AVENUE PEDESTRIAN
HYBRID BEACON
3
PROJECT
LOCATION
N. 20th AvenueN. 20th AvenueTo Student
Housing
2HLA2803 River Road
Yakima, WA 98902
509.966.7000
Fax 509.965.3800
www.hlacivil.comEngineering and Land Surveying, Inc.
CITY OF PASCO
NORTH 20TH AVENUE PEDESTRIAN
HYBRID BEACON
3
CONSTRUCTION NOTES:
PAVEMENT MARKING NOTES:
GENERAL NOTES:
EW
S
N
EW
S
N
E
W
SN
CUT-THROUGH SIDE VIEW
TYPE PARALLEL B CURB RAMP DETAIL
MEDIAN DETAIL
3HLA2803 River Road
Yakima, WA 98902
509.966.7000
Fax 509.965.3800
www.hlacivil.comEngineering and Land Surveying, Inc.
CITY OF PASCO
NORTH 20TH AVENUE PEDESTRIAN
HYBRID BEACON
3
NOT TO SCALE
STANDARD CONCRETE CURB & GUTTER
DEPRESSED - DRIVEWAYS
FULL HEIGHT - BARRIER
1.2 NOT TO SCALE
SIDEWALK JOINTING1.3
6" THICK CONCRETE APPROACHES AT DRIVEWAYS
4" THICK SIDEWALK SECTION
SIDEWALK SECTIONS
NOT TO SCALE1.1
CONCRETE PEDESTRIAN CURB
NOT TO SCALE2.1 CURB RAMP2.2
EW
S
N
CURB RAMP2.3
EW
S
N
CONDUIT TRENCH SECTION
NOT TO SCALE2.4
UNSURFACED AREAS
ASPHALT CONCRETE SURFACING
GRAVEL SURFACING
NOT TO SCALE
TRENCH SURFACING REPAIR1.4