HomeMy WebLinkAboutCulbert Construction - Argent Road Widening Phase 1 (12001)
CONTRACT DOCUMENTS
Argent Road Improvement,
Phase 1
PROJECT NO. 12001
FEDERAL AID NO. STPUL-3522(001)
COPY____
TOC
TABLE OF CONTENTS
ARGENT ROAD IMPROVEMENT, PHASE 1
Project No. 12001, FEDERAL AID NO. STPUL-3522(001)
INVITATION TO BID ........................................................................................................................................ AD-1
INFORMATION FOR BIDDERS:
Standard Specifications ........................................................................................................................... IB-1 Explanation of Contract Documents and Work Site ................................................................................ IB-1 Qualification of Bidders ........................................................................................................................... IB-1 Water ....................................................................................................................................................... IB-1 Submission of Bid Proposal ..................................................................................................................... IB-2 Schedule of Events .................................................................................................................................. IB-5 Award of Contract ................................................................................................................................... IB-5 Prevailing Wage Requirements ................................................................................................................ IB-5 Disadvantaged Business Enterprises Condition of Award Participation .................................................. IB-6 Bid Opening Procedures for Covid-19 Protective Measures ................................................................... IB-6 Bid Schedules .......................................................................................................................................... IB-7
PROPOSAL:
Bid Proposal .............................................................................................................................................. P-1 Subcontract Disclosure ........................................................................................................................... SD-1 Bid Bond ................................................................................................................................................. BB-1 Prevailing Wage Rate Reference ......................................................................................................... PWR-1 Mandatory Bidder Responsibility Checklist ...................................................................................... MBRC-1 Contractor Certification Wage Law Compliance – Responsibility Criteria ........................................ 272-009 Non-Collusion Declaration & Debarment Affidavit ......................................................................... 272-036I Local Agency Proposal – Signature Page ........................................................................................ 272-036K Certification for Federal-Aid Contracts ........................................................................................... 272-040A
CONTRACT REGULATIONS:
Contract ................................................................................................................................................. CO-1 Performance Bond .................................................................................................................................. PB-1 Payment Bond ...................................................................................................................................... PAB -1
SPECIAL PROVISIONS
City of Pasco Special Provisions .............................................................................................................. SP-1
WAGE RATES
WA State Prevailing Wage Rates ..........................................................................................................SWR-1
Benefit Code Key .................................................................................................................................. BCK-1
Labor & Industries Policy Statement ....................................................................................................... LI-1
CONSTRUCTION DRAWINGS
AD-1
ATTENTION CONTRACTORS
INVITATION TO BID
Argent Road Improvement, Phase 1
Project # 12001, Federal Aid No. STPUL-3522(001)
The City of Pasco, Washington is inviting and requesting bid proposals for the Argent Road
Improvement, Phase 1 Project. This contract involves traffic signal upgrades and modifications, ADA
curb ramp upgrades, installation of countdown pedestrian signal heads, installation of access
management median curbing, installation of two pedestrian hybrid beacons, widening of a section of a
roadway, and other work. All in accordance with the Contract Plans, Contract Provisions, and the
Standard Specifications.
This contract has one-hundred and twenty (120) working days to complete the work.
Bidders may obtain bid documents, including plans and specifications, at the City of Pasco’s Plan Room,
beginning Monday, May 24, 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 network/platform:
https://www.cityofpascoplanroom.com/jobs/public.
Sealed Bids shall be submitted electronically via City of Pasco’s Plan Room and shall be accepted up to
the hour of 2:00PM on Tuesday, June 15, 2021. The Contractor will not be charged a fee to submit a
bid.
Bids will be publicly opened and read aloud via live stream webinar at the subsequent time of 2:00PM
on Tuesday, June 15, 2021. To participate in the public webinar meeting from a computer, tablet, or
smartphone, please use the following information: https://global.gotomeeting.com/join/182689797;
OR, via telephone, United States +1 (872) 240-3212, Access Code: 182-689-845.
All bids must be accompanied by a “Good Faith Token” in the form of a Certified Check, Cashier’s Check
or Bid Bond in the amount of not less than 5 percent (5%) of the total bid.
Technical questions regarding the scope of this project should be put in writing up until 72-hours prior to
bid opening and directed to Michael D. Uhlman, PE, Senior Engineer, City of Pasco, Public Works, 525 N.
3rd Avenue, PO Box 293, Pasco, WA 99301, Email: uhlmanm@pasco-wa.gov.
Bids will only be accepted from Contractors who are eligible to perform services as governed by
PMC 14.15 and who are listed on Abadan’s City of Pasco Plan Room Plan Holders list. Upon
award, Contractor (and subcontractors) shall have a current City of Pasco Business License.
Projects funded wholly or in part by Federal appropriations must comply with Code of Federal
Regulations; 24 CFR 570.502, 24 CFR 85.36, 2 CFR 200. All federally funded projects will be held to
federal Equal Employment Opportunity (EEO) requirements. The City of Pasco is an equal opportunity
and affirmative action employer. Small, minority, and women-owned businesses are encouraged to
submit. No person shall be excluded from participation, denied program benefits, or subjected to
discrimination on the basis of age under any program or activity receiving federal funding assistance. (42
U.S.C. 610 et. seq.) The City of Pasco in accordance with Section 504 of the Rehabilitation Act and the
Americans with Disabilities Act (ADA), commits to nondiscrimination on the basis of disability, in all of its
programs and activities. This material can be made available in an alternate format by e-mailing Dustin
Wittman at wittmand@pasco-wa.gov or calling 509-545-3447.
The City of Pasco, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C.
2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A,
Office of the Secretary, Part 21, Nondiscrimination in Federally-assisted programs of the Department of
Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that
in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as
Information for Bidders
Standard Specifications ........................................................................................................................... IB-1 Explanation of Contract Documents and Work Site ................................................................................ IB-1 Qualification of Bidders ........................................................................................................................... IB-1 Water ....................................................................................................................................................... IB-1 Submission of Bid Proposal ..................................................................................................................... IB-2 Schedule of Events .................................................................................................................................. IB-5 Award of Contract ................................................................................................................................... IB-5 Prevailing Wage Requirements ................................................................................................................ IB-5 Disadvantaged Business Enterprises Condition of Award Participation .................................................. IB-6 Bid Opening Procedures for Covid-19 Protective Measures ................................................................... IB-6 Bid Schedules .......................................................................................................................................... IB-7
IB 1 of 7
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 available for review and inspection at the office of
the Engineer. Copies of the Standard Specifications may be purchased from:
Washington State Department of Transportation (WSDOT)
Engineering Publications
Post Office Box 47408
Olympia, WA. 98504-7408
Any reference to the 20XX Standard Specifications for Road, Bridge and
Municipal Construction shall read 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 Documents must be requested in writing, with
sufficient allowance of time for receipt of reply before the time of the bid opening.
Any such explanations or interpretations shall be made in the form of addenda to
the documents and shall be furnished to all bidders, who shall submit all addenda
with their bids. Oral explanations and interpretations made prior to the bid
opening shall not be binding.
QUALIFICATION OF BIDDERS
All bidders must be qualified in accordance with Pasco Municipal Code (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
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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 CIP Manager
weekly. There shall be no specific measurement and payment for the use of
water. All payments necessary to meet the requirements of this provision shall
be considered incidental to the work and included in the Contract price.
SUBMISSION OF BID PROPOSAL
The City of Pasco (herein called the City and/or Owner) invites Bidders (herein
called the Contractor) to submit bids on the proposal forms (Sec. 1-02.13) (bid
package) to be provided to those Bidders in accordance with PMC 14.15 (Sec. 1-
02.1).
In an effort to provide proper social distancing to Contractors and City Staff, the
City of Pasco has opted to conduct the bidding of this project through an online
bidding process. The bidding will be done through a Plan Center Service, via
www.cityofpascoplanroom.com/jobs/public, a secure online bidding platform.
Sealed bids shall be submitted electronically 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:
Whereas, in accordance with Resolution No. 3950, on March 23, 2020, City Hall
and other certain City of Pasco public facilities are temporarily closed. These
orders will remain in effect for the duration of Proclamation No. 20-25, requiring
the aforementioned temporary closure ordered by the Office of the Governor, as
amended, unless extended or terminated by separate written order.
Now therefore, the hard copy bid submittal for this project will adhere to certain
limitations and provisions in accordance with the closure of Pasco City Hall, and
described herein is the schedule for bid submittal:
1. Bidders shall submit their bids at City Hall, 525 N. 3rd Ave, Pasco, WA
99301, using the designated drop off location at the West Nixon Street
City Hall Door (identified by the arrow in the pictures below – Figure 1),
up until the hour of 2:00 PM on June 15, 2021. Notice and drop-off
instructions will be posted at the door. Bidder must ring door bell, located
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on the right side of the door. Bidders should then plan for their bid
submittal to be received by a City official.
Figure 1
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.
Bids will be opened in accordance with the section herein titled Bid Opening
Procedure for Covid-19 Protective Measures.
The proposal forms to be completed for the bid package include:
• The Proposal (Sec. 1-02.6)
• Subcontractor Disclosure (Sec. 1-02.6)
• Bid Security (surety bond)
• Prevailing Wage Rate Reference,
• Mandatory Bidder Responsibility Checklist
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• Contractor Certification Wage Law Compliance – Responsibility Criteria
(WSDOT Form No. 272-009)
• Non-Collusion Declaration (WSDOT Form No. 272-036I)
• Local Agency Proposal – Signature Page (WSDOT Form No. 272-036K)
• Certification for Federal Aid Contracts (WSDOT Form No. 272-040A)
• Acknowledgement of any Addenda (Sec. 1-02.6)
All blank spaces for bid prices shall be completed either in ink or be type written
and shall contain the appropriate amounts in figures (Sec. 1-02.6). A scanned
copy of these completed proposal forms (Bid Package) shall be uploaded
as part of the Bid via City of Pasco’s Plan Room. An Excel version of the
Proposal will be available in the Plan Center (www.cityofpascoplanroom.com) for
Contractors to utilize. Bids that are submitted electronically shall include the
Excel Bid Proposal as well as a scanned copy. It is the Contractor’s responsibility
to verify that the information 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. Whereas, in accordance with Resolution No. 3950, on March 23, 2020,
City Hall and other certain City of Pasco public facilities are temporarily
closed. These orders will remain in effect for the duration of Proclamation
No. 20-25, requiring the aforementioned temporary closure ordered by the
Office of the Governor, as amended, unless extended or terminated by
separate written order.
B. Now therefore, the 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, using the designated drop off
location at the West Nixon Street City Hall Door up until the hour of 2:00
PM on June 15, 2021. The sealed envelope must reference the project.
C. If the Bidder is dropping off their Bid Bond in-person, they shall use the
designated drop off location at the West Nixon Street City Hall Door
(identified by the arrow in the pictures above – Figure 1). Notice and drop-
off instructions will be posted at the door. Bidder must ring door bell,
located on the right side of the door. Bidders should then plan for their Bid
Bond to be received by a City official.
D. Do not submit your Bid Proposal in sealed Bid Bond envelope unless
you are delivering a hard-copy bid, whereas it will be a considered a full
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.
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Bid Security shall be in the form of a certified check, cashier’s check, bid bond, or
money order made payable to the ‘City of Pasco’ in the amount of equal to at
least five percent (5%) of the total amount of the bid. Security deposited by an
unsuccessful bidder will be returned as soon as practicable after the bid opening.
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 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.
The City reserves the right to (Sec 1-03.1):
• Waive any informality or minor irregularity in bids received when such
waiver is in the best interest of the City.
• 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
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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 requires that certified payrolls for the Contractor and all sub-contractors
be provided on a weekly basis.
DISADVANTAGED BUSINESS ENTERPRISE CONDITION OF AWARD
PARTICIPATION
The construction phase for this Project is locally funded and no Condition of
Award DBE goal has been established. Refer to Special Provisions for additional
information.
BID OPENING PROCEDURE FOR COVID-19 PROTECTIVE MEASURES
Whereas, in accordance with Resolution No. 3950, on March 23, 2020, City Hall
and other certain City of Pasco public facilities are temporarily closed. These
orders will remain in effect for the duration of Proclamation No. 20-25, requiring
the aforementioned temporary closure ordered by the Office of the Governor, as
amended, unless extended or terminated by separate written order.
Now therefore, the Bid Opening for this project will adhere to certain limitations
and provisions in accordance with the closure of Pasco City Hall. As a safety
precaution during the temporary closure, Bidders will not be granted access into
City Hall to attend the Bid Opening.
However, the Bid Opening will remain open to the public, and has been modified
to take place at 2:00 PM - 3:00 PM on June 15, 2021 via public webinar.
All remote attendees will be given an opportunity to ask questions towards the
end of the webinar session.
To participate in the public Bid Opening, please join the public webinar
meeting from your computer, tablet or smartphone using the information
below:
City of Pasco Bid Opening – Argent Road Improvement, Phase 1
Tuesday, June 15, 2021 2:00 PM - 3:00 PM (PST)
Please join my meeting from your computer, tablet or smartphone.
https://global.gotomeeting.com/join/182689797
You can also dial in using your phone.
(For supported devices, tap a one-touch number below to join instantly.)
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United States: +1 (872) 240-3212
- One-touch tel: +1 (872) 240-3212,,182689797#
Access Code: 182-689-797
New to GoToMeeting? Get the app now and be ready when your first meeting
starts: https://global.gotomeeting.com/join/182689797.
BID SCHEDULES
The proposal contains three (3) bid schedules. The determination of the low bid
is based on the sum total of schedule A, B, and C.
Proposal
Bid Proposal .............................................................................................................................................. P-1 Subcontractor Disclosure Page ............................................................................................................... SD-1 Bid Bond ................................................................................................................................................. BB-1 Prevailing Wage Rate Reference Sheet ............................................................................................... PWR-1 Mandatory Bidder Responsibility Checklist ...................................................................................... MBRC-1 Contractor Certification Wage Law Compliance – Responsibility Criteria ........................................ 272-009 Non-Collusion Declaration & Debarment Affidavit ......................................................................... 272-036I Local Agency Proposal – Signature Page ........................................................................................ 272-036K Certification for Federal-Aid Contracts ........................................................................................... 272-040A
Contract Regulations
Contract ................................................................................................................................................. CO-1 Performance Bond .................................................................................................................................. PB-1 Payment Bond ...................................................................................................................................... PAB-1
Special Provisions
City of Pasco Special Provisions .............................................................................................................. SP-2
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
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CITY OF PASCO 1
2
Argent Road Widening - Phase 1 3
City of Pasco #12002 4
5
6
7
INTRODUCTION TO THE SPECIAL PROVISIONS 8
9
(January 2, 2018 APWA GSP) 10
11
The work on this project shall be accomplished in accordance with the Standard Specifications 12
for Road, Bridge and Municipal Construction, 2021 edition, as issued by the Washington State 13
Department of Transportation (WSDOT) and the American Public Works Association (APWA), 14
Washington State Chapter (hereafter “Standard Specifications”). The Standard 15
Specifications, as modified or supplemented by the Amendments to the Standard 16
Specifications and these Special Provisions, all of which are made a part of the Contract 17
Documents, shall govern all of the Work. 18
19
These Special Provisions are made up of both General Special Provisions (GSPs) from 20
various sources, which may have project-specific fill-ins; and project-specific Special 21
Provisions. Each Provision either supplements, modifies, or replaces the comparable 22
Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition 23
to any subsection or portion of the Standard Specifications is meant to pertain only to that 24
particular portion of the section, and in no way should it be interpreted that the balance of the 25
section does not apply. 26
27
The project-specific Special Provisions are not labeled as such. The GSPs are labeled under 28
the headers of each GSP, with the effective date of the GSP and its source. For example: 29
30
(March 8, 2013 APWA GSP) 31
(April 1, 2013 WSDOT GSP) 32
(******) Project Specific Special Provisions 33
(June 26, 2020 COP GSP) 34
(City of Pasco) 35
36
Also incorporated into the Contract Documents by reference are: 37
Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted 38
edition, with Washington State modifications, if any 39
Standard Plans (2021) for Road, Bridge and Municipal Construction, WSDOT/APWA, 40
current edition 41
City of Pasco Design and Construction Standards and Specifications for Public Works 42
Improvements, June 2020 43
City of Pasco Amendments to Standard Specifications 44
City of Pasco Landscape Standards, Rev. 7/20 45
City of Pasco/Franklin County PUD Standard Specifications for Street Light 46
Construction 47
48
Contractor shall obtain copies of these publications, at Contractor’s own expense. 49
50
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
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1
2
3
GENERAL REQUIREMENTS 4
5
DESCRIPTION OF WORK 6
(******) 7
8
Argent Road Widening – Phase 1 9
10
This contract provides for widening to Argent Road as shown in the Contract Plans as well as 11
signal modification to two signals. Work includes all materials equipment and labor for the 12
installation of approximately 1300 tons of HMA, curb, gutter, sidewalk and roadway widening 13
for approximately 1250 linear feet of roadway, replacement of adjacent pedestrian ramps, 14
pavement marking, storm water utility work, street light installation, modification to two traffic 15
signals and other work, all in accordance with the attached Contract Plans, these Contract 16
Provisions, and the Standard Specifications. 17
18
The roadways involved: 19
20
Argent Road Phase 1: Argent Road between Saraceno Way/ Varney Lane to N 20th Avenue 21
and N 20th Ave. 22
23
1-01 Definitions and Terms 24
25
1-01.3 Definitions 26
(January 4, 2016 APWA GSP) 27
28
Delete the heading Completion Dates and the three paragraphs that follow it, and replace 29
them with the following: 30
31
Dates 32
Bid Opening Date 33
The date on which the Contracting Agency publicly opens and reads the Bids. 34
Award Date 35
The date of the formal decision of the Contracting Agency to accept the lowest 36
responsible and responsive Bidder for the Work. 37
Contract Execution Date 38
The date the Contracting Agency officially binds the Agency to the Contract. 39
Notice to Proceed Date 40
The date stated in the Notice to Proceed on which the Contract time begins. 41
Substantial Completion Date 42
The day the Engineer determines the Contracting Agency has full and unrestricted 43
use and benefit of the facilities, both from the operational and safety standpoint, any 44
remaining traffic disruptions will be rare and brief, and only minor incidental work, 45
replacement of temporary substitute facilities, plant establishment periods, or 46
correction or repair remains for the Physical Completion of the total Contract. 47
Physical Completion Date 48
The day all of the Work is physically completed on the project. All documentation 49
required by the Contract and required by law does not necessarily need to be 50
furnished by the Contractor by this date. 51
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
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Completion Date 1
The day all the Work specified in the Contract is completed and all the obligations of 2
the Contractor under the contract are fulfilled by the Contractor. All documentation 3
required by the Contract and required by law must be furnished by the Contractor 4
before establishment of this date. 5
Final Acceptance Date 6
The date on which the Contracting Agency accepts the Work as complete. 7
8
(******) 9
Supplement this Section with the following: 10
11
All references in the Standard Specifications, Amendments, or WSDOT General Special 12
Provisions, to the terms “Department of Transportation”, “Washington State 13
Transportation Commission”, “Commission”, “Secretary of Transportation”, “Secretary”, 14
“Headquarters”, and “State Treasurer” shall be revised to read “City”. 15
16
All references to the terms “State” or “state” shall be revised to read “City” unless the 17
reference is to an administrative agency of the State of Washington, a State statute or 18
regulation, or the context reasonably indicates otherwise. 19
20
All references to “State Materials Laboratory” shall be revised to read “City designated 21
location”. 22
23
All references to “certification of completed public improvements” shall be interpreted to 24
mean the City form(s) by which final acceptance is granted. Public improvements shall 25
be deemed accepted by the City one year from the date of certification. 26
27
Additive 28
A supplemental unit of work or group of bid items, identified separately in the Bid 29
Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition 30
to the base bid. 31
32
Alternate 33
One of two or more units of work or groups of bid items, identified separately in the Bid 34
Proposal, from which the Contracting Agency may make a choice between different 35
methods or material of construction for performing the same work. 36
37
Business Day 38
A business day is any day from Monday through Friday except holidays as listed in 39
Section 1-08.5. 40
41
City 42
Means the City of Pasco, a municipal corporation, as represented by its authorized 43
officials, employees or agents, who is responsible for the execution and administration of 44
the Contract. 45
46
Contract Bond 47
The definition in the Standard Specifications for “Contract Bond” applies to whatever 48
bond form(s) are required by the Contract Documents, which may be a combination of a 49
Payment Bond and a Performance Bond. 50
51
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
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Contract Time 1
The period of time established by the terms and conditions of the Contract within which 2
the Work must be physically completed. 3
4
Contractor 5
The individual, partnership, firm, corporation, or joint venture under contract with the City, 6
including but not limited to their employees, representatives, consultants, authorized 7
officials, or agents, to perform the construction of the public works improvements, and 8
any engineers hired by the before stated entity. 9
10
City Inspector 11
The Engineer’s representative who is responsible for inspecting the Contractor’s 12
performance in detail. Unless otherwise authorized by the City, the Inspector is not 13
responsible for the execution and administration of the Contract. 14
15
Notice of Award 16
The written notice from the Contracting Agency to the successful Bidder signifying the 17
Contracting Agency’s acceptance of the Bid Proposal. 18
19
Notice to Proceed 20
The written notice from the Contracting Agency or Engineer to the Contractor authorizing 21
and directing the Contractor to proceed with the Work and establishing the date on which 22
the Contract time begins. 23
24
Standard Specifications 25
The latest edition of Standard Specifications for Road, Bridge, and Municipal 26
Construction prepared by the Washington State Department of Transportation, and 27
amendments, and the APWA GSP's for Division One that are, by this reference, made 28
part of the Contract. Except as may be amended, modified, or supplemented 29
hereinafter, each section of the Standard Specifications shall be considered part of the 30
Contract. 31
32
Special Provisions 33
The Special Provisions supplement or modify the Standard Specifications and supersede 34
any conflicting provisions of the Standard Specifications for Road, Bridge, and Municipal 35
Construction and the appended amendments to the Standard Specifications and are 36
made a part the Contract. 37
38
Traffic 39
Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and 40
equestrian traffic. 41
42
43
44
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
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1
1-02 BID PROCEDURES AND CONDITIONS 2
3
1-02.1 Prequalification of Bidders 4
5
Delete this section and replace it with the following: 6
7
1-02.1 Qualifications of Bidder 8
(January 24, 2011 APWA GSP) 9
10
Before award of a public works contract, a bidder must meet at least the minimum 11
qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be 12
awarded a public works project. 13
14
15
16
1-02.2 Plans and Specifications 17
(******) 18
19
Delete this section and replace it with the following: 20
21
Information as to where Bid Documents can be obtained or reviewed can be found in the 22
Call for Bids (Advertisement for Bids) for the work. 23
24
After award of the contract, plans and specifications will be issued to the Contractor at no 25
cost as detailed below: 26
27
To Prime Contractor No. of
Sets
Basis of Distribution
Reduced plans (11" x 17") 2 Furnished automatically
upon award.
Contract Provisions
2 Furnished automatically
upon award.
Large plans (e.g., 22" x 34") 0 Furnished only upon
request.
28
Additional plans and Contract Provisions may be obtained by the Contractor from the 29
source stated in the Call for Bids, at the Contractor’s own expense. 30
31
1-02.4(1) General 32
(******) 33
34
The first sentence of the fourth to last paragraph is revised to read: 35
36
Any prospective Bidder desiring an explanation or interpretation of the Bid 37
Documents, shall request the explanation or interpretation in writing by close of 38
business 3 business days preceding the bid opening to allow a written reply to reach 39
all prospective Bidders before the submission of their Bids. 40
41
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The second sentence of the fourth to last paragraph is revised to read: 1
2
Explanations, interpretations, or instructions given by anyone before the Award of a 3
Contract that are not in the form of an Addendum will not be binding on the City. 4
5
1-02.4(2) Subsurface Information 6
(March 8, 2013 APWA GSP) 7
8
The second sentence in the first paragraph is revised to read: 9
10
The Summary of Geotechnical Conditions and the boring logs, if and when included 11
as an appendix to the Special Provisions, shall be considered as part of the Contract. 12
13
14
15
16
1-02.5 Proposal Forms 17
(July 31, 2017 APWA GSP) 18
19
Delete this section and replace it with the following: 20
21
The Proposal Form will identify the project and its location and describe the work. It will 22
also list estimated quantities, units of measurement, the items of work, and the materials 23
to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal 24
form that call for, but are not limited to, unit prices; extensions; summations; the total bid 25
amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment 26
of addenda; the bidder’s name, address, telephone number, and signature; the bidder’s 27
UDBE/DBE/M/WBE commitment, if applicable; a State of Washington Contractor’s 28
Registration Number; and a Business License Number, if applicable. Bids shall be 29
completed by typing or shall be printed in ink by hand, preferably in black ink. The 30
required certifications are included as part of the Proposal Form. 31
32
The Contracting Agency reserves the right to arrange the proposal forms with alternates and 33
additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all 34
alternates and additives set forth in the Proposal Form unless otherwise specified. 35
36
37
1-02.6 Preparation of Proposal 38
(******) 39
40
Supplement the second paragraph with the following: 41
4. If a minimum bid amount has been established for any item, the unit or lump sum 42
price must equal or exceed the minimum amount stated. 43
5. Any correction to a bid made by interlineation, alteration, or erasure, shall be 44
initialed by the signer of the bid. 45
46
Delete the last two paragraphs, and replace them with the following: 47
48
If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any 49
Subcontractor to perform those items of work. 50
51
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If provided by the City in the bid documents, the Bidder shall submit the Certification of 1
Wage Law Compliance form with their Proposal. If required, failure to return this 2
certification as part of the Bid Proposal will make their Bid Nonresponsive and ineligible 3
for Award. 4
5
The Bidder shall make no stipulation on the Bid Proposal, nor qualify the bid in any 6
manner. 7
8
A bid by a corporation shall be executed in the corporate name, by the president or a 9
vice president (or other corporate officer accompanied by evidence of authority to sign). 10
11
A bid by a partnership shall be executed in the partnership name, and signed by a 12
partner. A copy of the partnership agreement shall be submitted with the Bid Proposal if 13
any UDBE requirements are to be satisfied through such an agreement. 14
15
A bid by a joint venture shall be executed in the joint venture name and signed by a 16
member of the joint venture. A copy of the joint venture agreement shall be submitted 17
with their Bid Proposal if any UDBE requirements are to be satisfied through such an 18
agreement. 19
20
21
1-02.7 Bid Deposit 22
(March 8, 2013 APWA GSP) 23
24
Supplement this section with the following: 25
26
Bid bonds shall contain the following: 27
1. Contracting Agency-assigned number for the project; 28
2. Name of the project; 29
3. The Contracting Agency named as obligee; 30
4. The amount of the bid bond stated either as a dollar figure or as a percentage which 31
represents five percent of the maximum bid amount that could be awarded; 32
5. Signature of the bidder’s officer empowered to sign official statements. The signature 33
of the person authorized to submit the bid should agree with the signature on the 34
bond, and the title of the person must accompany the said signature; 35
6. The signature of the surety’s officer empowered to sign the bond and the power of 36
attorney. 37
38
If so stated in the Contract Provisions, bidder must use the bond form included in the 39
Contract Provisions. 40
41
If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 42
43
44
1-02.9 Delivery of Proposal 45
(December 19, 2019 APWA GSP, Option A) 46
47
Delete this section and replace it with the following: 48
49
Each Proposal shall be submitted in a sealed envelope, with the Project Name and 50
Project Number as stated in the Call for Bids clearly marked on the outside of the 51
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envelope, or as otherwise required in the Bid Documents, to ensure proper handling and 1
delivery. 2
3
To be considered responsive on a FHWA-funded project, the Bidder may be required to 4
submit the following items, as required by Section 1-02.6: 5
6
UDBE Written Confirmation Document from each UDBE firm listed on the 7
Bidder’s completed UDBE Utilization Certification (WSDOT 272-056U) 8
Good Faith Effort (GFE) Documentation 9
UDBE Bid Item Breakdown (WSDOT 272-054) 10
UDBE Trucking Credit Form (WSDOT 272-058) 11
12
These documents, if applicable, shall be received either with the Bid Proposal or as a 13
supplement to the Bid. These documents shall be received no later than 48 hours (not 14
including Saturdays, Sundays and Holidays) after the time for delivery of the Bid 15
Proposal. 16
17
If submitted after the Bid Proposal is due, the document(s) must be submitted in a sealed 18
envelope labeled the same as for the Proposal, with “Supplemental Information” added. 19
All other information required to be submitted with the Bid Proposal must be submitted 20
with the Bid Proposal itself, at the time stated in the Call for Bids. 21
22
Proposals that are received as required will be publicly opened and read as specified in 23
Section 1-02.12. The City will not open or consider any Bid Proposal that is received 24
after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a 25
location other than that specified in the Call for Bids. The City will not open or consider 26
any “Supplemental Information” (UDBE confirmations, or GFE documentation) that is 27
received after the time specified above, or received in a location other than that specified 28
in the Call for Bids. 29
30
If an emergency or unanticipated event interrupts normal work processes of the City so 31
that Proposals cannot be received at the office designated for receipt of bids as specified 32
in Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be 33
extended to the same time of day specified in the solicitation on the first work day on 34
which the normal work processes of the City resume. 35
36
37
1-02.10 Withdrawing, Revising, or Supplementing Proposal 38
(July 23, 2015 APWA GSP) 39
40
Delete this section, and replace it with the following: 41
42
After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may 43
withdraw, revise, or supplement it if: 44
45
1. The Bidder submits a written request signed by an authorized person and 46
physically delivers it to the place designated for receipt of Bid Proposals, and 47
2. The Contracting Agency receives the request before the time set for receipt of 48
Bid Proposals, and 49
3. The revised or supplemented Bid Proposal (if any) is received by the Contracting 50
Agency before the time set for receipt of Bid Proposals. 51
52
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If the Bidder’s request to withdraw, revise, or supplement its Bid Proposal is received 1
before the time set for receipt of Bid Proposals, the Contracting Agency will return the 2
unopened Proposal package to the Bidder. The Bidder must then submit the revised or 3
supplemented package in its entirety. If the Bidder does not submit a revised or 4
supplemented package, then its bid shall be considered withdrawn. 5
6
Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded 7
by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to 8
withdraw, revise, or supplement a Bid Proposal are not acceptable. 9
10
11
12
13
1-02.13 Irregular Proposals 14
(December 19, 2019 APWA GSP) 15
16
Delete this section and replace it with the following: 17
18
1. A Proposal will be considered irregular and will be rejected if: 19
a. The Bidder is not prequalified when so required; 20
b. The authorized Proposal form furnished by the City is not used or is altered; 21
c. The completed Proposal form contains any unauthorized additions, deletions, 22
alternate Bids, or conditions; 23
d. The Bidder adds provisions reserving the right to reject or accept the award, 24
or enter into the Contract; 25
e. A price per unit cannot be determined from the Bid Proposal; 26
f. The Proposal form is not properly executed; 27
g. The Bidder fails to submit or properly complete a Subcontractor list, if 28
applicable, as required in Section 1-02.6; 29
h. The Bidder fails to submit or properly complete an Underutilized 30
Disadvantaged Business Enterprise Certification, if applicable, as required in 31
Section 1-02.6; 32
i. The Bidder fails to submit written confirmation from each UDBE firm listed on 33
the Bidder’s completed UDBE Utilization Certification that they are in 34
agreement with the bidder’s UDBE participation commitment, if applicable, as 35
required in Section 1-02.6, or if the written confirmation that is submitted fails 36
to meet the requirements of the Special Provisions; 37
j The Bidder fails to submit UDBE Good Faith Effort documentation, if 38
applicable, as required in Section 1-02.6, or if the documentation that is 39
submitted fails to demonstrate that a Good Faith Effort to meet the Condition 40
of Award was made; 41
k. The Bidder fails to submit a UDBE Bid Item Breakdown form, if applicable, as 42
required in Section 1-02.6, or if the documentation that is submitted fails to 43
meet the requirements of the Special Provisions; 44
l. The Bidder fails to submit UDBE Trucking Credit Forms, if applicable, as 45
required in Section 1-02.6, or if the documentation that is submitted fails to 46
meet the requirements of the Special Provisions; 47
m. The Bid Proposal does not constitute a definite and unqualified offer to meet 48
the material terms of the Bid invitation; or 49
n. More than one Proposal is submitted for the same project from a Bidder 50
under the same or different names. 51
52
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2. A Proposal may be considered irregular and may be rejected if: 1
a. The Proposal does not include a unit price for every Bid item; 2
b. Any of the unit prices are excessively unbalanced (either above or below the 3
amount of a reasonable Bid) to the potential detriment of the City; 4
c. Receipt of Addenda is not acknowledged; 5
d. A member of a joint venture or partnership and the joint venture or 6
partnership submit Proposals for the same project (in such an instance, both 7
Bids may be rejected); or 8
e. If Proposal form entries are not made in ink. 9
10
11
12
1-02.14 Disqualification of Bidders 13
(May 17, 2018 APWA GSP, Option A) 14
15
Delete this section and replace it with the following: 16
17
A Bidder will be deemed not responsible if the Bidder does not meet the mandatory 18
bidder responsibility criteria in RCW 39.04.350(1), as amended. 19
20
The City will verify that the Bidder meets the mandatory bidder responsibility criteria in 21
RCW 39.04.350(1). To assess bidder responsibility, the City reserves the right to request 22
documentation as needed from the Bidder and third parties concerning the Bidder’s 23
compliance with the mandatory bidder responsibility criteria. 24
25
If the City determines the Bidder does not meet the mandatory bidder responsibility 26
criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the City shall 27
notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees 28
with this determination, it may appeal the determination within two (2) business days of 29
the City’s determination by presenting its appeal and any additional information to the 30
City. The City will consider the appeal and any additional information before issuing its 31
final determination. If the final determination affirms that the Bidder is not responsible, 32
the City will not execute a contract with any other Bidder until at least two business days 33
after the Bidder determined to be not responsible has received the City’s final 34
determination. 35
36
37
38
1-02.15 Pre Award Information 39
(August 14, 2013 APWA GSP) 40
41
Revise this section to read: 42
43
Before awarding any contract, the Contracting Agency may require one or more of these 44
items or actions of the apparent lowest responsible bidder: 45
1. A complete statement of the origin, composition, and manufacture of any or all 46
materials to be used, 47
2. Samples of these materials for quality and fitness tests, 48
3. A progress schedule (in a form the Contracting Agency requires) showing the order 49
of and time required for the various phases of the work, 50
4. A breakdown of costs assigned to any bid item, 51
5. Attendance at a conference with the Engineer or representatives of the Engineer, 52
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6. Obtain, and furnish a copy of, a business license to do business in the city or county 1
where the work is located. 2
7. Any other information or action taken that is deemed necessary to ensure that the 3
bidder is the lowest responsible bidder. 4
5
1-03 AWARD AND EXECUTION OF CONTRACT 6
7
8
1-03.1 Consideration of Bids 9
(January 23, 2006 APWA GSP) 10
11
Revise the first paragraph to read: 12
13
After opening and reading proposals, the Contracting Agency will check them for correctness 14
of extensions of the prices per unit and the total price. If a discrepancy exists between the 15
price per unit and the extended amount of any bid item, the price per unit will control. If a 16
minimum bid amount has been established for any item and the bidder’s unit or lump sum 17
price is less than the minimum specified amount, the Contracting Agency will unilaterally revise 18
the unit or lump sum price, to the minimum specified amount and recalculate the extension. 19
The total of extensions, corrected where necessary, including sales taxes where applicable 20
and such additives and/or alternates as selected by the Contracting Agency, will be used by 21
the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and 22
the amount of the contract bond. 23
24
25
26
1-03.3 Execution of Contract 27
(October 1, 2005 APWA GSP) 28
29
Revise this section to read: 30
31
Copies of the Contract Provisions, including the unsigned Form of Contract, will be 32
available for signature by the successful bidder on the first business day following award. 33
The number of copies to be executed by the Contractor will be determined by the 34
Contracting Agency. 35
36
Within 10 calendar days after the award date, the successful bidder shall return the 37
signed Contracting Agency-prepared contract, an insurance certification as required by 38
Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before 39
execution of the contract by the Contracting Agency, the successful bidder shall provide 40
any pre-award information the Contracting Agency may require under Section 1-02.15. 41
42
Until the Contracting Agency executes a contract, no proposal shall bind the Contracting 43
Agency nor shall any work begin within the project limits or within Contracting Agency-44
furnished sites. The Contractor shall bear all risks for any work begun outside such areas 45
and for any materials ordered before the contract is executed by the Contracting Agency. 46
47
If the bidder experiences circumstances beyond their control that prevents return of the 48
contract documents within the calendar days after the award date stated above, the 49
Contracting Agency may grant up to a maximum of 5 additional calendar days for return of 50
the documents, provided the Contracting Agency deems the circumstances warrant it. 51
52
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1
2
1-03.4 Contract Bond 3
(July 23, 2015 APWA GSP) 4
5
Delete the first paragraph and replace it with the following: 6
7
The successful bidder shall provide executed payment and performance bond(s) for the 8
full contract amount. The bond may be a combined payment and performance bond; or 9
be separate payment and performance bonds. In the case of separate payment and 10
performance bonds, each shall be for the full contract amount. The bond(s) shall: 11
1. Be on City-furnished form(s); 12
2. Be signed by an approved surety (or sureties) that: 13
a. Is registered with the Washington State Insurance Commissioner, and 14
b. Appears on the current Authorized Insurance List in the State of Washington 15
published by the Office of the Insurance Commissioner, 16
3. Guarantee that the Contractor will perform and comply with all obligations, duties, 17
and conditions under the Contract, including but not limited to the duty and obligation 18
to indemnify, defend, and protect the City against all losses and claims related 19
directly or indirectly from any failure: 20
a. Of the Contractor (or any of the employees, Subcontractors, or lower tier 21
Subcontractors of the Contractor) to faithfully perform and comply with all contract 22
obligations, conditions, and duties, or 23
b. Of the Contractor (or the Subcontractors or lower tier Subcontractors of the 24
Contractor) to pay all laborers, mechanics, Subcontractors, lower tier 25
Subcontractors, material person, or any other person who provides supplies or 26
provisions for carrying out the work; 27
4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the 28
project under titles 50, 51, and 82 RCW; and 29
5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign 30
the bond; and 31
6. Be signed by an officer of the Contractor empowered to sign official statements (sole 32
proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed 33
by the president or vice president, unless accompanied by written proof of the 34
authority of the individual signing the bond(s) to bind the corporation (i.e., corporate 35
resolution, power of attorney, or a letter to such effect signed by the president or vice 36
president). 37
38
1-03.7 Judicial Review 39
(November 30, 2018 APWA GSP) 40
41
Revise this section to read: 42
43
Any decision made by the City regarding the Award and execution of the Contract or Bid 44
rejection shall be conclusive subject to the scope of judicial review permitted under 45
Washington Law. Such review, if any, shall be timely filed in the Superior Court of the 46
county where the City headquarters is located, provided that where an action is asserted 47
against a county, RCW 36.01.050 shall control venue and jurisdiction. 48
49
1-04 SCOPE OF THE WORK 50
51
52
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1
1-04.2 Coordination of Contract Documents, Plans, Special Provisions, 2
Specifications, and Addenda 3
(******) 4
5
Revise the second paragraph to read: 6
7
Any inconsistency in the parts of the contract shall be resolved by following this order of 8
precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 9
1. Addenda, 10
2. Proposal Form, 11
3. Special Provisions, 12
4. Contract Plans, 13
5. Standard Specifications, 14
6. City Standard Plans or Details, and 15
7. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 16
17
1-04.4 Changes 18
(******) 19
20
Supplement this section with the following: 21
22
The Contractor is responsible for determining all work, scheduling and costs impacts 23
caused by changes, and shall include such when proposing the price and time for the 24
change. No subsequent requests for compensation or time will be accepted once the 25
change has been approved or the protest period [Section 1-04.5] expires. 26
27
No changes in the work covered by the approved Contract shall be made without having 28
prior written approval of the City. Note that submittal review does not constitute approval 29
of a change order. Changes shown on shop drawings or submittals only will not satisfy 30
this requirement. Work performed before a change is approved is at the Contractor’s 31
risk, and at the discretion of the City at the contractor’s expense. 32
1-04.6 Variation in Estimated Quantities 33
(******) 34
35
Supplement this section with the following: 36
37
The quantities listed in the unit price Bid Proposal are estimates for bidding purposes 38
only. There will be no adjustments in price due to increases or decreases in quantities 39
regardless of the magnitude. The 25 percent provisions of this Section 1-04.6 shall not 40
apply to: All Bid Items. Payment will be made at the unit contract price for actual 41
quantities of work completed. 42
43
1-04.7 Differing Site Conditions (Changed Conditions) 44
(******) 45
46
Supplement this section with the following: 47
48
Depths are approximate and provided for informational purposes only. Contractor shall 49
verify the actual depths. Variation between the actual depth and the depth indicated on 50
the construction plans shall not constitute a changed condition. 51
52
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The pipe diameters provided on the construction plans are the nominal pipe diameters. 1
Contractor shall measure all actual pipe diameters and lengths prior to ordering any 2
material. If a nominal pipe diameter is encountered that is different from the nominal 3
diameter shown on the construction plans, payment shall be per the unit price 4
established for the actual nominal pipe diameter. If no unit price is established for a 5
given nominal pipe diameter, payment shall be per section 1-04.4. 6
7
1-04.11 Final Cleanup 8
(June 26, 2020 COP GSP) 9
10
Delete this section and replace it with the following: 11
12
The Contractor shall perform final cleanup as provided in this section to the City’s 13
satisfaction. The date of acceptance will not be established until this is done. The 14
material sites and all ground the Contractor occupied to do the work shall be left neat 15
and presentable. The Contractor shall: 16
17
1. Remove all rubbish, surplus materials, discarded materials, falsework, 18
temporary structures, equipment, and debris, and 19
20
2. Deposit in embankments, or remove from the project, all unneeded, oversized 21
rock left from grading, surfacing, or paving. 22
23
Partial cleanup shall be done by the Contractor when they feel it is necessary or when, 24
in the opinion of the City, partial clean-up should be done prior to either major cleanup 25
or final inspection. 26
27
(June 26, 2020 COP GSP) 28
Add the following new section: 29
1-04.12 Waste Site 30
31
Where there is additional waste excavation in excess of that needed for the project 32
and in excess of that needed for compliance with requests of the City, the 33
Contractor shall secure and operate their own waste site at their own expense. The 34
Contractor shall also be required to secure and operate their own waste site at their 35
own expense for the disposal of all unsuitable material, asphalt, concrete, debris, or 36
waste material, and any other objectionable material which is directed to waste. 37
38
The Contractor shall comply with the State of Washington's regulations regarding 39
disposal of waste material as outlined in WAC 173-304, Subchapter 461. 40
41
42
1-05 CONTROL OF WORK 43
44
1-05.1 Authority of the Engineer 45
(June 26, 2020 COP GSP) 46
47
Supplement this section with the following: 48
49
Unless otherwise provided in the approved Contract, the means and methods of 50
construction shall be such as the Contractor may choose; subject, however, to the City’s 51
right to reject the means and methods proposed by the Contractor which (1) will 52
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constitute or create a hazard to the work, or to persons or property; or (2) in the City’s 1
opinion will not produce finished work in accordance with the terms of the Contract. 2
Approval of the Contractor's means and methods of construction or their failure to 3
exercise their right to reject such means or methods shall not relieve the Contractor of 4
the obligation to accomplish the result intended by the Contract; nor shall the exercise 5
of such right to reject create a cause for action for damages. 6
7
(******) 8
Add the following new section: 9
1-05.3(1) Project Record Drawings 10
11
The Contractor shall maintain a neatly marked and legible red-lined set of plans and 12
specifications, which shall be updated at a minimum on a weekly basis, with all field 13
instruction, change orders, and construction adjustments. The Contractor’s red-14
lined drawings/specifications shall be subject to the inspection of the City at all 15
times. The red-lined set of plans shall include all as-built survey information 16
required in the Contract. 17
18
The responsibility of preparing and maintaining Record Drawings shall be 19
performed or overseen by an experienced, and qualified individual. The quality of 20
the Record Drawings, in terms of accuracy, clarity, and completeness, is to be 21
adequate to allow the City to modify the computer-aided drafting (CAD) Contract 22
Drawings to produce a complete set of Record Drawings for the Contracting Agency 23
without further investigative effort by the Contracting Agency. 24
25
The Record Drawing markups shall document all changes in the Work, both 26
concealed and visible. Items that must be shown on the markups include but are 27
not limited to: 28
29
Actual Dimensions, arrangement, and materials used when different than 30
shown in the Plans. 31
Changes made by Change Order or Field Order. 32
Changes made by the Contractor. 33
Accurate locations, both horizontally and vertically, of storm sewer, sanitary 34
sewer, water mains and other water appurtenances, structures, conduits, 35
light standards, vaults, width of roadways, sidewalks, landscaping area, 36
building footprints, channelization and pavement markings, etc. Include pipe 37
invert elevations, top of castings (manholes, inlets, etc.). 38
39
Drawings shall be subject to the inspection by the City at all times. Prior to 40
acceptance of the work, the Contractor shall deliver to the City one set of neatly 41
marked record drawings showing the information required above. Requests for 42
partial payment will not be approved if the marked-up prints are not kept current, 43
and request for final payment will not be approved until the fully complete marked-44
up prints are delivered to and accepted by the City. 45
46
(******) 47
Add the following new section: 48
1-05.3(2) Measurement 49
50
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The Bid item “RECORD DRAWINGS, MIN. BID $1,000.00” shall be measured as lump 1
sum (LS). 2
3
(******) 4
Add the following new section: 5
6
1-05.3(3) Payment 7
8
Payment will be made for each of the following Bid items that are included in the 9
Proposal: 10
“RECORD DRAWINGS”, lump sum (LS). 11
12
The lump sum (LS) Contract price for “RECORD DRAWINGS, MIN. BID $1,000.00” 13
shall be for the full compensation of materials, equipment, and labor necessary to 14
complete a full set of Record Drawings as described in Section 1-05.3(1) of these 15
Special Provisions, except for those costs included in other items which are included 16
in this Subsection and which are included in the Proposal. 17
18
19
1-05.4 Conformity With and Deviation From Plans and Stakes 20
(******) 21
22
Supplement this section with the following: 23
24
Contractor Surveying - Roadway 25
26
The Contractor shall be responsible for setting, maintaining, and resetting all primary 27
survey control, alignment stakes, slope stakes, and grades necessary for the 28
construction of the roadbed, drainage, surfacing, paving, channelization and pavement 29
marking, illumination and signals, guardrails and barriers, and signing. The Contractor 30
shall provide centerline survey as well as right and left offset roadway curb survey 31
elevations and staking for the Argent Road Widening Phase 1 project. The Contractor 32
shall be particularly aware of the variations of spot elevations needed to complete the 33
Tech Way/ Argent Road intersection and N 20th Avenue traffic island. The Contractor 34
shall calculate and plan crushed rock course depths as needed to meet finished grade 35
requirements. 36
Calculations, surveying, and measuring required for setting and maintaining the 37
necessary lines and grades shall be the Contractor's responsibility. 38
39
The Contractor shall inform the Engineer when monuments are discovered that were 40
not identified in the Plans and construction activity may disturb or damage the 41
monuments. All monuments shall be protected throughout the length of the project or 42
be replaced at the Contractors expense. 43
44
Detailed survey records shall be maintained by the Contractor, including a description of 45
the work performed on each shift, the methods utilized, and the control points used. 46
The record shall be adequate to allow the survey to be reproduced. A copy of each 47
day's record shall be provided to the Engineer within three working days after the end of 48
the shift. 49
50
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The meaning of words and terms used in this provision shall be as listed in "Definitions 1
of Surveying and Associated Terms" current edition, published by the American 2
Congress on Surveying and Mapping and the American Society of Civil Engineers. 3
4
The survey work shall include but not be limited to the following: 5
6
1. Establish the primary horizontal and vertical control, and expand into 7
secondary control by adding stakes and hubs as well as additional survey 8
control needed for the project. Provide descriptions of secondary control to the 9
Contracting Agency. The description shall include coordinates and elevations 10
of all secondary control points. 11
12
2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks 13
on centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) 14
and at points on the alignments spaced no further than 50 feet. 15
16
3. Establish clearing limits, placing stakes at all angle points and at intermediate 17
points not more than 50 feet apart. The clearing and grubbing limits shall be 5 18
feet beyond the toe of a fill and 10 feet beyond the top of a cut unless 19
otherwise shown in the Plans. 20
21
4. Establish grading limits, placing slope stakes at centerline increments not more 22
than 50 feet apart. Establish offset reference to all slope stakes. If Global 23
Positioning Satellite (GPS) Machine Controls are used to provide grade 24
control, then slope stakes may be omitted at the discretion of the Contractor 25
26
5. Establish the horizontal and vertical location of all drainage features, placing 27
offset stakes to all drainage structures and to pipes at a horizontal interval not 28
greater than 25 feet. 29
30
6. Establish roadbed and surfacing elevations by placing stakes at the top of 31
subgrade and at the top of each course of surfacing. Subgrade and surfacing 32
stakes shall be set at horizontal intervals not greater than 50 feet in tangent 33
sections, 25 feet in curve sections with a radius less than 300 feet, and at 10-34
foot intervals in intersection radii with a radius less than 10 feet. Transversely, 35
stakes shall be placed at all locations where the roadway slope changes and 36
at additional points such that the transverse spacing of stakes is not more than 37
12 feet. If GPS Machine Controls are used to provide grade control, then 38
roadbed and surfacing stakes may be omitted at the discretion of the 39
Contractor. 40
41
7. Establish intermediate elevation benchmarks as needed to check work 42
throughout the project. 43
44
8. Provide references for paving pins at 25-foot intervals or provide simultaneous 45
surveying to establish location and elevation of paving pins as they are being 46
placed. 47
48
9. For all other types of construction included in this provision, (including but not 49
limited to channelization and pavement marking, illumination and signals, 50
guardrails and barriers, and signing) provide staking and layout as necessary 51
to adequately locate, construct, and check the specific construction activity. 52
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1
10. Contractor shall determine if changes are needed to the profiles or roadway 2
sections shown in the Contract Plans in order to achieve proper smoothness 3
and drainage where matching into existing features, such as a smooth 4
transition from new pavement to existing pavement. The Contractor shall 5
submit these changes to the Engineer for review and approval 10 days prior to 6
the beginning of work. 7
8
The Contractor shall provide the Contracting Agency copies of any calculations and 9
staking data when requested by the Engineer. 10
11
The Contractor shall ensure a surveying accuracy within the following tolerances: 12
13
Vertical Horizontal 14
Slope stakes 0.10 feet 0.10 feet 15
Subgrade grade stakes set 16
0.04 feet below grade 0.01 feet 0.5 feet 17
(parallel to alignment) 18
0.1 feet 19
(normal to alignment) 20
21
Stationing on roadway N/A 0.1 feet 22
Alignment on roadway N/A 0.04 feet 23
Surfacing grade stakes 0.01 feet 0.5 feet 24
(parallel to alignment) 25
0.1 feet 26
(normal to alignment) 27
28
Roadway paving pins for 29
surfacing or paving 0.01 feet 0.2 feet 30
(parallel to alignment) 31
0.1 feet 32
(normal to alignment) 33
34
The Contracting Agency may spot-check the Contractor's surveying. These spot-35
checks will not change the requirements for normal checking by the Contractor. 36
37
When staking roadway alignment and stationing, the Contractor shall perform 38
independent checks from different secondary control to ensure that the points staked 39
are within the specified survey accuracy tolerances. 40
41
The Contractor shall calculate coordinates for the alignment. The Contracting Agency 42
will verify these coordinates prior to issuing approval to the Contractor for commencing 43
with the work. The Contracting Agency will require up to seven calendar days from the 44
date the data is received. 45
46
Contract work to be performed using contractor-provided stakes shall not begin until the 47
stakes are approved by the Contracting Agency. Such approval shall not relieve the 48
Contractor of responsibility for the accuracy of the stakes. 49
50
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Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are 1
needed that are not described in the Plans, then those stakes shall be marked, at no 2
additional cost to the Contracting Agency as ordered by the Engineer. 3
4
GPS systems may be used by the Contractor, but physical reference points shall be 5
available for City Inspectors. 6
7
Measurement 8
9
No specific unit of measure will apply to the lump sum item for “Construction Survey and 10
Staking”. 11
12
Payment 13
14
Payment will be made for the full compensation and costs incurred to carry out the 15
requirements of Section 1-05.4 except for those costs included in any other items. 16
17
“Construction Survey and Staking”, lump sum. 18
19
The lump sum contract price for " Construction Survey and Staking " shall be full pay for 20
all labor, equipment, materials, and supervision utilized to perform the Work specified, 21
including any resurveying, checking, correction of errors, replacement of missing or 22
damaged stakes, and coordination efforts. 23
24
1-05.6 Inspections of Work and Materials 25
(June 26, 2020 COP GSP) 26
27
Supplement this section with the following: 28
29
The City may not be on the job site full-time. The Contractor shall follow the approved 30
construction plans and specifications, schedule, and request inspections and testing at 31
the appropriate times as required herein. The Contractor shall provide a minimum two 32
(2) business days of notice to the City to request inspections and/or testing, but in no 33
case shall there be more than three (3) business days of notice. The request shall state 34
the date and approximate time the inspection and/or test is requested. Should the 35
Contractor request inspection and/or testing on short notice, the City will make every 36
effort to accommodate the Contractor’s request but no guarantees shall apply. The 37
Contractor shall prepare a project schedule and submit it to the City for review. The 38
approved project schedule shall also be used as a guide for the Contractor to schedule 39
inspections. 40
41
The Contractor shall be prepared for Contractor-scheduled inspections. If over the 42
duration of the Contract the Contractor fails more than twice to be prepared for 43
Contractor-scheduled inspections or tests, all subsequent costs associated with re-44
mobilizing inspectors shall be borne by the Contractor. 45
46
At the beginning of the project, or each applicable construction activity, the Contractor 47
shall meet with City and establish a minimum 100 feet of product, in the field, which 48
meets the specifications. This work includes: Survey staking and control, pavement 49
cuts, utility trenches, trench bedding, pipe installation, backfill, patches, curb and gutter 50
alignment, grade and finish, sidewalk finish, paving finish, and any other activities 51
determined by the City to be important to the project. No major amount of work shall 52
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proceed until this is established. This does not waive the Contractor’s requirements in 1
the specifications for quality control or materials used. 2
3
Inspections and testing are mandatory for acceptance of backfilling any utility trenches; 4
placing base course and top course for streets; paving; placing sidewalks, curbs and 5
gutters; storm, sewer and water line installation. 6
7
8
1-05.7 Removal of Defective and Unauthorized Work 9
(******) 10
11
Supplement this section with the following: 12
13
If the Contractor fails to remedy defective or unauthorized work within the time specified 14
in a written notice from the City, or fails to perform any part of the work required by the 15
Contract Documents, the City may correct and remedy such work as may be identified in 16
the written notice, with City forces or by such other means as the City may deem 17
necessary. 18
19
If the Contractor fails to comply with a written order to remedy what the City determines 20
to be an emergency situation, the City may have the defective and unauthorized work 21
corrected immediately, have the rejected work removed and replaced, or have work the 22
Contractor refuses to perform completed by using City or other forces. An emergency 23
situation is any situation when, in the opinion of the City, a delay in its remedy could be 24
potentially unsafe, or might cause serious risk of loss or damage to the public. 25
26
Direct or indirect costs incurred by the City attributable to correcting and remedying 27
defective or unauthorized work, or work the Contractor failed or refused to perform, shall 28
be paid by the Contractor. Payment will be deducted by the City from monies due, or to 29
become due to the City by the Contractor. Such direct and indirect costs shall include in 30
particular, but without limitation, compensation for additional professional services 31
required, and costs for repair and replacement of work of others destroyed or damaged 32
by correction, removal, or replacement of the Contractor’s unauthorized work. 33
34
No adjustment in contract time or compensation will be allowed because of the delay in 35
the performance of the work attributable to the exercise of the City’s rights provided by 36
this Section. 37
38
The rights exercised under the provisions of this section shall not diminish the City’s right 39
to pursue any other avenue for additional remedy or damages with respect to the 40
Contractor’s failure to perform the work as required. 41
42
Supplement this section with the following: 43
(June 26, 2020 COP GSP) 44
45
For new roadway/street construction and overlays, HMA work rejected shall require the 46
replacement of the entire road or street width from block to block or as approved in 47
writing from the City. For trench patching, HMA work rejected shall require the 48
replacement of the entire patch width from block to block or as approved in writing from 49
the Engineer. 50
51
(June 26, 2020 COP GSP) 52
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Add the following new section: 1
2
1-05.8 Means and Methods 3
4
Unless otherwise provided in the Contract, the means and methods of construction 5
shall be such as the Contractor may choose; subject, however, to the City’s right to 6
reject means and methods proposed by the Contractor which (1) will constitute or 7
create a hazard to the work, or to persons or property; or (2) will not produce 8
finished work in accordance with the terms of the Contract. The Consultant's or 9
City’s approval of the Contractor's means and methods of construction or their 10
failure to exercise their right to reject such means or methods shall not relieve the 11
Contractor of the obligation to accomplish the result intended by the Contract; nor 12
shall the exercise of such right to reject create a cause for action for damages. 13
14
1-05.10 Guarantees 15
(June 26, 2020 COP GSP) 16
17
Delete this section and replace it with the following: 18
19
If defective and unauthorized materials or work is discovered within the guarantee 20
timeframe after the certification of completed public improvements date, the Contractor 21
shall promptly, upon written request, return and in accordance with the instructions either 22
correct such work, or if such work has been rejected, remove it from the Project Site and 23
replace it with non-defective and authorized work, all without cost to the City. If the 24
Contractor does not promptly comply with the written request to correct defective and 25
unauthorized work, or if an emergency exists, the City reserves the right to have 26
defective and unauthorized work corrected or rejected, removed, and replaced pursuant 27
to the provisions of Section 1-05.7 of the Standard Specifications. 28
29
30
31
32
1-05.11 Final Inspection 33
34
Delete this section and replace it with the following: 35
36
1-05.11 Final Inspections and Operational Testing 37
(October 1, 2005 APWA GSP) 38
39
1-05.11(1) Substantial Completion Date 40
41
When the Contractor considers the work to be substantially complete, the Contractor 42
shall so notify the Engineer and request the Engineer establish the Substantial 43
Completion Date. The Contractor’s request shall list the specific items of work that 44
remain to be completed in order to reach physical completion. The Engineer will 45
schedule an inspection of the work with the Contractor to determine the status of 46
completion. The Engineer may also establish the Substantial Completion Date 47
unilaterally. 48
49
If, after this inspection, the Engineer concurs with the Contractor that the work is 50
substantially complete and ready for its intended use, the Engineer, by written notice to 51
the Contractor, will set the Substantial Completion Date. If, after this inspection the 52
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Engineer does not consider the work substantially complete and ready for its intended 1
use, the Engineer will, by written notice, so notify the Contractor giving the reasons 2
therefor. 3
4
Upon receipt of written notice concurring in or denying substantial completion, whichever 5
is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized 6
interruption, the work necessary to reach Substantial and Physical Completion. The 7
Contractor shall provide the Engineer with a revised schedule indicating when the 8
Contractor expects to reach substantial and physical completion of the work. 9
10
The above process shall be repeated until the Engineer establishes the Substantial 11
Completion Date and the Contractor considers the work physically complete and ready 12
for final inspection. 13
14
1-05.11(2) Final Inspection and Physical Completion Date 15
16
17
When the Contractor considers the work physically complete and ready for final 18
inspection, the Contractor by written notice, shall request the Engineer to schedule a 19
final inspection. The Engineer will set a date for final inspection. The Engineer and the 20
Contractor will then make a final inspection and the Engineer will notify the Contractor in 21
writing of all particulars in which the final inspection reveals the work incomplete or 22
unacceptable. The Contractor shall immediately take such corrective measures as are 23
necessary to remedy the listed deficiencies. Corrective work shall be pursued 24
vigorously, diligently, and without interruption until physical completion of the listed 25
deficiencies. This process will continue until the Engineer is satisfied the listed 26
deficiencies have been corrected. 27
28
If action to correct the listed deficiencies is not initiated within 7 days after receipt of the 29
written notice listing the deficiencies, the Engineer may, upon written notice to the 30
Contractor, take whatever steps are necessary to correct those deficiencies pursuant to 31
Section 1-05.7. 32
33
The Contractor will not be allowed an extension of contract time because of a delay in 34
the performance of the work attributable to the exercise of the Engineer’s right 35
hereunder. 36
37
Upon correction of all deficiencies, the Engineer will notify the Contractor and the City, in 38
writing, of the date upon which the work was considered physically complete. That date 39
shall constitute the Physical Completion Date of the contract, but shall not imply 40
acceptance of the work or that all the obligations of the Contractor under the contract 41
have been fulfilled. 42
43
1-05.11(3) Operational Testing 44
45
It is the intent of the City to have at the Physical Completion Date a complete and 46
operable system. Therefore when the work involves the installation of machinery or 47
other mechanical equipment; street lighting, electrical distribution or signal systems; 48
irrigation systems; buildings; or other similar work it may be desirable for the Engineer to 49
have the Contractor operate and test the work for a period of time after final inspection 50
but prior to the physical completion date. Whenever items of work are listed in the 51
Contract Provisions for operational testing they shall be fully tested under operating 52
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conditions for the time period specified to ensure their acceptability prior to the Physical 1
Completion Date. During and following the test period, the Contractor shall correct any 2
items of workmanship, materials, or equipment which prove faulty, or that are not in first 3
class operating condition. Equipment, electrical controls, meters, or other devices and 4
equipment to be tested during this period shall be tested under the observation of the 5
Engineer, so that the Engineer may determine their suitability for the purpose for which 6
they were installed. The Physical Completion Date cannot be established until testing 7
and corrections have been completed to the satisfaction of the Engineer. 8
9
The costs for power, gas, labor, material, supplies, and everything else needed to 10
successfully complete operational testing, shall be included in the unit contract prices 11
related to the system being tested, unless specifically set forth otherwise in the proposal. 12
Operational and test periods, when required by the Engineer, shall not affect a 13
manufacturer’s guaranties or warranties furnished under the terms of the contract. 14
15
Add the following new section: 16
1-05.12(1) Warranty 17
(******) 18
19
The Contractor shall guarantee the work for a period of one year from the date of 20
acceptance against defects in the work as described in the construction drawings 21
and project specifications and otherwise set forth in the contract documents. 22
Contractor shall start work to remedy such defects within seven (7) days of mailing 23
notice of discovery thereof by the City and shall complete such work within a 24
reasonable time. In emergencies where damage may result from delay or where loss 25
of service may result, such corrections may be made by the City, in which case the 26
cost shall be borne by Contractor. In the event Contractor does not accomplish 27
corrections at the time specified, the work will be otherwise accomplished and the 28
cost of same shall be paid by Contractor. 29
30
The Contractor shall be liable for any costs, losses, expenses or damages including 31
consequential damages suffered by the City resulting from defects in the Contractor’s 32
work. This includes, but is not limited to the cost of Engineering, inspection, and 33
supervision by the City. The Contractor shall hold the City harmless from any and all 34
claims which may be made against the City as a result of any defective work and the 35
Contractor shall defend any such claims at their own expense. 36
37
Warranty does not cover damage due to misuse by the City or conditions outside of 38
the City or Contractor’s control or exceptional events (force majeure) including war, 39
strikes, floods (water exceeding normal high water mark), rainfall in excess of 100 40
year storm event, fire, earthquakes, high winds (over 85 mph for 3 seconds peak 41
gust), freezes below minus 10 degrees Fahrenheit (Eastern Washington), 42
governmental restrictions, vandalism, and power failures or surges. The Contractor 43
has control over workmanship, third party subcontractors and parts and materials 44
used to complete the project. 45
46
47
48
1-05.13 Superintendents, Labor and Equipment of Contractor 49
(August 14, 2013 APWA GSP) 50
51
Delete the sixth and seventh paragraphs of this section. 52
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1
1-05.14 Cooperation with Other Contractors 2
(June 26, 2020 COP GSP) 3
4
Supplement this section with the following: 5
6
No additional compensation will be given to the Contractor for any coordination or delays 7
caused by other nearby construction projects. 8
9
1-05.15 Method of Serving Notices 10
(March 25, 2009 APWA GSP) 11
12
Revise the second paragraph to read: 13
14
All correspondence from the Contractor shall be directed to the Project Engineer. All 15
correspondence from the Contractor constituting any notification, notice of protest, notice 16
of dispute, or other correspondence constituting notification required to be furnished 17
under the Contract, must be in paper format, hand delivered or sent via mail delivery 18
service to the Project Engineer's office. Electronic copies such as e-mails or 19
electronically delivered copies of correspondence will not constitute such notice and will 20
not comply with the requirements of the Contract. 21
22
(******) 23
Add the following new section: 24
1-05.16 Water and Power 25
Water Supply: The Contractor shall make necessary arrangements, and shall bear 26
the costs for water necessary for the performance of the work. Water for use on the 27
projects may be purchased from the City of Pasco, and the Contractor shall arrange 28
for and convey the water from the nearest convenient hydrant or other source at their 29
own expense. The hydrants shall be used in accordance with the City of Pasco 30
Water Department regulations. 31
32
If City water is used for any work related to a project, a fire hydrant meter and gate 33
valve will need to be obtained from the City of Pasco to be used specifically for this 34
project. The City will charge the Contractor for any water used during construction. 35
The Contractor shall not operate the hydrant as a gate valve, nor shall the Contractor 36
be allowed to operate any other City owned valve. The Contractor shall provide the 37
necessary back flow prevention device when connecting to the water service. The 38
Fire Hydrant Meter requirements and the Fire Hydrant Meter Application are available 39
at the Customer Service Window and the Engineering Department. 40
41
The City reserves the right to deny the use of fire hydrants where deemed 42
inappropriate by the City. 43
44
Power Supply: The Contractor shall make necessary arrangements, and shall bear 45
the costs for power necessary for the performance of the work. 46
47
(June 26, 2020 COP GSP) 48
Add the following new section: 49
50
1-05.17 Oral Agreements 51
52
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The following new section shall be added to the Standard Specifications: 1
2
No oral agreement or conversation with any officer, agent, or employee of the City, 3
either before or after construction, shall affect or modify any of the terms or 4
obligations contained in any of the City-approved documents. Such oral agreement 5
or conversation shall be considered as unofficial information and in no way binding 6
upon the City, unless subsequently put in writing and signed by the City. 7
8
9
1-06 Control of Material 10
11
Section 1-06 is supplemented with the following: 12
13
Buy American 14
(August 6, 2012) 15
In accordance with Buy America requirements contained in 23 CFR 635.410, the major 16
quantities of steel and iron construction material that is permanently incorporated into the 17
project shall consist of American-made materials only. Buy America does not apply to 18
temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding 19
and falsework. 20
21
Minor amounts of foreign steel and iron may be utilized in this project provided the cost 22
of the foreign material used does not exceed one-tenth of one percent of the total contract 23
cost or $2,500.00, whichever is greater. 24
25
American-made material is defined as material having all manufacturing processes 26
occurring domestically. To further define the coverage, a domestic product is a 27
manufactured steel material that was produced in one of the 50 States, the District of 28
Columbia, Puerto Rico, or in the territories and possessions of the United States. 29
30
If domestically produced steel billets or iron ingots are exported outside of the area of 31
coverage, as defined above, for any manufacturing process then the resulting product 32
does not conform to the Buy America requirements. Additionally, products manufactured 33
domestically from foreign source steel billets or iron ingots do not conform to the Buy 34
America requirements because the initial melting and mixing of alloys to create the 35
material occurred in a foreign country. 36
37
Manufacturing begins with the initial melting and mixing, and continues through the 38
coating stage. Any process which modifies the chemical content, the physical size or 39
shape, or the final finish is considered a manufacturing process. The processes include 40
rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action 41
of applying a coating to steel or iron is deemed a manufacturing process. Coating 42
includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that 43
protects or enhances the value of steel or iron. Any process from the original reduction 44
from ore to the finished product constitutes a manufacturing process for iron. 45
46
Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and 47
alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced 48
iron ore. 49
50
The following are considered to be steel manufacturing processes: 51
52
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1. Production of steel by any of the following processes: 1
2
a. Open hearth furnace. 3
4
b. Basic oxygen. 5
6
c. Electric furnace. 7
8
d. Direct reduction. 9
10
2. Rolling, heat treating, and any other similar processing. 11
12
3. Fabrication of the products. 13
14
a. Spinning wire into cable or strand. 15
16
b. Corrugating and rolling into culverts. 17
18
c. Shop fabrication. 19
20
A certification of materials origin will be required for any items comprised of, or containing, 21
steel or iron construction materials prior to such items being incorporated into the 22
permanent work. The certification shall be on DOT Form 350-109EF provided by the 23
Engineer, or such other form the Contractor chooses, provided it contains the same 24
information as DOT Form 350-109EF. 25
26
1-06.1 Approval of Materials Prior to Use 27
(******) 28
29
Revise the first paragraph to read: 30
31
Product substitution requests shall be submitted by the Contractor to the City in advance 32
of associated submittals. 33
34
Prior to purchasing any materials for use, the Contractor shall submit documentation to 35
the City of all proposed material. The Contractor shall use the Request for Approval of 36
Material (RAM) form, WSDOT Form 350-071, which shall be provided to the City as a 37
submittal. Materials included in the WSDOT Qualified Products List (QPL) but not in 38
the City’s Construction Standards will be taken under consideration by use of the RAM 39
form. 40
41
Submittal review is only for general conformance with the design concept and the 42
information given in the Contract Documents. Submittal review and the associated 43
comments do not constitute a complete verification of the submittal, and do not relieve 44
the Contractor from compliance with the Contract Documents. Review and approval of 45
a specific item shall not constitute review and approval of the associated assembly of 46
which the item is a component. The Contractor is responsible for compatibility of 47
assembly components. The Contractor is additionally responsible for: dimensions to be 48
confirmed and coordinated at the jobsite; information that pertains solely to the 49
fabrication process or to the means, methods, techniques, sequences and procedures 50
of construction; coordination of the work with that of all other trades, and performing all 51
work safely and with good workmanship. Any deviation from the Contract Documents 52
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by the Contractor shall be clearly noted. Any such deviation not noted has not been 1
reviewed. Any fabrications or other work performed in advance of the receipt of 2
approved submittals shall be entirely at the Contractor’s risk and expense. 3
4
Submittal Process 5
6
Processing Time 7
8
Allow time for submittal review, including time for resubmittals, as follows. Time for 9
review shall commence on City’s receipt of submittal. No extension of the Contract time 10
will be authorized because of failure to transmit submittals enough in advance of the 11
work to permit processing, including resubmittals. 12
13
1. Initial Review: 14
Allow ten (10) working days for initial review of each submittal. Allow additional 15
time if coordination with subsequent submittals is required. City will advise 16
Contractor when a submittal being processed must be delayed for coordination. 17
2. Resubmittal Review: 18
Allow five (5) working days for review of each resubmittal. 19
20
Submittal Response 21
22
The City will note the submittal status when responding to a submittal as follows: 23
24
1. Under Review 25
2. Approved: 26
If the review indicates that the submittal appears to be in conformance with the 27
Contract Documents, the submittal will be marked "APPROVED". The 28
Contractor may begin implementing the work method or incorporating the 29
material or equipment covered by the submittal. 30
3. Approved As Noted: 31
If the review indicates that the submittal is insufficient or that limited corrections 32
are required, the submittal will be marked "APPROVED AS NOTED". The 33
Contractor may begin implementing the work method or incorporating the 34
material or equipment covered by the submittal, in accordance with the noted 35
corrections. Where submittal information will be incorporated in operation and 36
maintenance plan, a corrected copy shall be provided within 30 days, otherwise 37
no further action will be required. 38
4. Revise & Resubmit: 39
If the review reveals that the submittal is substantially insufficient or contains 40
incorrect data to an extent that requires revision and re-review by the District 41
prior to proceeding with the associated work, the submittal will be marked 42
"RESUBMIT" and returned to the Contractor. This indicated that the Contractor 43
should not proceed with the relevant portion of work, at-risk or otherwise, until a 44
revised submittal has been submitted, reviewed, and accepted by the District as 45
either “APPROVED”, or “APPROVED AS NOTED.” 46
5. Rejected 47
6. N/A: 48
If the review reveals that the submittal is not required by the Contract 49
Documents, at the District’s discretion it may be returned by the District without 50
action marked “N/A” This does not constitute review of the submittal, and is only 51
communicating that District review of this submittal is not required by the 52
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Contract Documents. It is the Contractor’s responsibility to follow up with the 1
District if the Contractor needs approval of information in a submittal that was 2
marked “N/A.” 3
4
The Contract for the Work, as awarded, shall be on the basis of adhering to 5
specifications in the Contract Documents for Bid Items such as labor, materials, 6
equipment, and/or procedures. 7
8
Proposal by the Bidder for an “or-equal”, and/or “substitute”, to those items shall be 9
approved by the City and identified by an Addendum. 10
11
1-06.2(1) Samples and Tests for Acceptance 12
(******) 13
14
Supplement this section with the following: 15
16
The Contractor shall coordinate with the City and schedule all material and compaction 17
testing required by these special provisions, which will be paid for by the City. All costs 18
associated with subsequent testing due to failure to meet acceptance criteria will be 19
paid by the Contractor. 20
21
Trench Backfill 22
23
The City will perform three (3) compaction tests, at varying depths, within the first one 24
hundred (100) feet of pipeline installed to establish compaction method. Once a 25
satisfactory method has been established by the Contractor, one test shall be 26
performed for each one hundred (100) linear feet of pipeline installed. Tests shall be 27
taken at varying depths along the trench. Compaction method shall be reestablished 28
each time backfill material, compaction equipment, or method of operation changes. 29
30
Roadway Subgrade 31
32
The City will perform two (2) compaction tests for the first ten thousand (10,000) square 33
feet and one (1) test for each additional ten thousand (10,000) square feet. 34
35
The City may request additional tests be performed at the Contractor's expense, if test 36
results do not meet the required subgrade densities. Subgrade compaction shall be as 37
specified for Roadway Embankment in Section 2-03.3(14)C, Method C. 38
39
Embankment 40
41
The City will perform two (2) compaction tests for the first one thousand (1,000) square 42
feet and one (1) test for each additional one thousand (1,000) square feet. Tests will be 43
taken at varying depths within the embankment. 44
45
The City may request additional tests be performed at the Contractor's expense, if test 46
results do not meet the required subgrade densities. Subgrade compaction shall be as 47
specified for Roadway Embankment in Section 2-03.3(14)C, Method C. 48
49
Ballast and Crushed Surfacing 50
51
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The City will perform two (2) compaction tests for the first ten thousand (10,000) square 1
feet and one (1) test for each additional ten thousand (10,000) square feet. 2
3
The City may request additional tests be performed at the Contractor's expense, if test 4
results do not meet the required subgrade densities. Compaction of ballast and 5
crushed surfacing shall be as specified in Section 4-04.3(5). 6
7
Asphalt Pavement 8
9
Asphalt paving may not occur until successful compaction test results are achieved for 10
trench backfill, subgrade, embankment, ballast and crushed surfacing, as applicable. 11
12
The City may request additional tests be performed at the Contractor's/Developer’s 13
expense, if test results do not meet the required densities. Compaction of Hot Mix 14
Asphalt pavement shall be as specified in Section 5-04.3(10). 15
16
Cement Concrete Curb, Gutter, and Sidewalk 17
18
A copy of the cement concrete design mix or certification from the concrete supplier that 19
the concrete provided has been prepared to the strength requirements in Section 8-20
04.3(1). 21
22
All testing procedures shall be conducted in accordance with applicable Sections of 23
Division 6-02 of the Standard Specifications and Sections 8-04 and 8-14 of these 24
Special Provisions. 25
26
1-06.2(2) Statistical Evaluations of Materials for Acceptance 27
(June 26, 2020 COP GSP) 28
29
Delete Section 1-06.2(2). 30
31
32
33
34
1-06.6 Recycled Materials 35
(January 4, 2016 APWA GSP) 36
37
Delete this section, including its subsections, and replace it with the following: 38
39
The Contractor shall make their best effort to utilize recycled materials in the construction 40
of the project. Approval of such material use shall be as detailed elsewhere in the 41
Standard Specifications. 42
43
Prior to Physical Completion the Contractor shall report the quantity of recycled materials 44
that were utilized in the construction of the project for each of the items listed in Section 9-45
03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled 46
glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material 47
and aggregates from concrete returned to the supplier). The Contractor’s report shall be 48
provided on DOT form 350-075 Recycled Materials Reporting. 49
50
51
1.07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 52
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1
2
1-07.1 Laws to be Observed 3
(******) 4
5
Supplement this section with the following: 6
7
In cases of conflict between different safety regulations, the Contractor shall immediately 8
notify the City and proceed with subsequent direction given by the City. For bidding 9
purposes, assume the more stringent regulation shall apply. 10
11
The Washington State Department of Labor and Industries shall be the sole and 12
paramount administrative agency responsible for the administration of the provisions of 13
the Washington Industrial Safety and Health Act of 1973 (WISHA). 14
15
The Contractor shall be solely responsible for compliance with Occupational Safety and 16
Health Administration (OSHA) requirements on the jobsite. 17
18
The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of 19
the Contractor’s plant, appliances, and methods, and for any damage or injury resulting 20
from their failure, or improper maintenance, use, or operation. The Contractor shall be 21
solely and completely responsible for the conditions of the project site, including safety 22
for all persons and property in the performance of the work. This requirement shall 23
apply continuously, and not be limited to normal working hours. The required or implied 24
duty of the City to conduct construction review of the Contractor’s performance does 25
not, and shall not, be intended to include review and adequacy of the Contractor’s 26
safety measures in, on, or near the project site. 27
28
The Contractor shall maintain at the project site office, or other well-known place at the 29
project site, all articles necessary for providing first aid to the injured. The Contractor 30
shall establish, publish, and make known to all employees, procedures for ensuring 31
immediate removal to a hospital, or doctor’s care, persons, including employees, who 32
may have been injured on the project site. Employees should not be permitted to work 33
on the project site before the Contractor has established and made known procedures 34
for removal of injured persons to a hospital or a doctor’s care. 35
36
The Contractor shall comply with all applicable federal, state, and local laws and 37
requirements. 38
39
Amend the second sentence of the first paragraph to read: 40
41
The Contractor shall indemnify and save harmless the City of Pasco (including any 42
agents, officers, employees, and representatives) against any claims that may arise 43
because the Contractor (or any employee of the Contractor or Subcontractor or 44
materialman) violated a legal requirement. 45
46
(May 13, 2020 WSDOT GSP, Option 4) 47
Supplement this section with the following: 48
49
In response to COVID-19, the Contractor shall prepare a project specific COVID-19 50
health and safety plan (CHSP) in conformance with Section 1-07.4(2) as supplemented 51
in these specifications, COVID-19 Health and Safety Plan (CHSP). 52
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1
2
3
1-07.2 State Taxes 4
5
Delete this section, including its sub-sections, in its entirety and replace it with the following: 6
7
1-07.2 State Sales Tax 8
(June 27, 2011 APWA GSP) 9
10
The Washington State Department of Revenue has issued special rules on the State 11
sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The 12
Contractor should contact the Washington State Department of Revenue for answers to 13
questions in this area. The City will not adjust its payment if the Contractor bases a bid 14
on a misunderstood tax liability. 15
16
The Contractor shall include all Contractor-paid taxes in the unit bid prices or other 17
contract amounts. In some cases, however, state retail sales tax will not be included. 18
Section 1-07.2(2) describes this exception. 19
20
The City will pay the retained percentage (or release the Contract Bond if a FHWA-21
funded Project) only if the Contractor has obtained from the Washington State 22
Department of Revenue a certificate showing that all contract-related taxes have been 23
paid (RCW 60.28.051). The City may deduct from its payments to the Contractor any 24
amount the Contractor may owe the Washington State Department of Revenue, whether 25
the amount owed relates to this contract or not. Any amount so deducted will be paid 26
into the proper State fund. 27
28
1-07.2(1) State Sales Tax — Rule 171 29
(June 27, 2011 APWA GSP) 30
31
WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, 32
roads, etc., which are owned by a municipal corporation, or political subdivision of the 33
state, or by the United States, and which are used primarily for foot or vehicular traffic. 34
This includes storm or combined sewer systems within and included as a part of the 35
street or road drainage system and power lines when such are part of the roadway 36
lighting system. For work performed in such cases, the Contractor shall include 37
Washington State Retail Sales Taxes in the various unit bid item prices, or other contract 38
amounts, including those that the Contractor pays on the purchase of the materials, 39
equipment, or supplies used or consumed in doing the work. 40
41
1-07.2(2) State Sales Tax — Rule 170 42
(June 27, 2011 APWA GSP) 43
44
WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or 45
existing buildings, or other structures, upon real property. This includes, but is not 46
limited to, the construction of streets, roads, highways, etc., owned by the state of 47
Washington; water mains and their appurtenances; sanitary sewers and sewage 48
disposal systems unless such sewers and disposal systems are within, and a part of, a 49
street or road drainage system; telephone, telegraph, electrical power distribution lines, 50
or other conduits or lines in or above streets or roads, unless such power lines become a 51
part of a street or road lighting system; and installing or attaching of any article of 52
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tangible personal property in or to real property, whether or not such personal property 1
becomes a part of the realty by virtue of installation. 2
3
For work performed in such cases, the Contractor shall collect from the City, retail sales 4
tax on the full contract price. The City will automatically add this sales tax to each 5
payment to the Contractor. For this reason, the Contractor shall not include the retail 6
sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, 7
with the following exception. 8
9
Exception: The City will not add in sales tax for a payment the Contractor or a 10
subContractor makes on the purchase or rental of tools, machinery, equipment, or 11
consumable supplies not integrated into the project. Such sales taxes shall be included 12
in the unit bid item prices or in any other contract amount. 13
14
1-07.2(3) Services 15
(June 27, 2011 APWA GSP) 16
17
The Contractor shall not collect retail sales tax from the City on any contract wholly for 18
professional or other services (as defined in Washington State Department of Revenue 19
Rules 138 and 244. 20
21
1-07.4 Sanitation 22
23
1-07.4(2) Health Hazards 24
(May 13, 2020) 25
26
COVID-19 Health and Safety Plan (CHSP) 27
The Contractor shall prepare a project specific COVID-19 health and safety plan 28
(CHSP). 29
The Contractor’s CHSP shall adhere to the most current State and Federal requirements 30
throughout the duration of the project. If the State and/or Federal requirements are 31
revised, the CHSP shall be updated as necessary to conform to the current 32
requirements. The CHSP shall be prepared by the Contractor prior to beginning physical 33
Work and made visible at the job site. 34
35
The Contractor shall update and resubmit the CHSP as the work progresses and new 36
activities appear on the look ahead schedule required under Section 1-08.3(2)D. If the 37
conditions change on the project, or a particular activity, the Contractor shall update and 38
resubmit the CHSP. Work on any activity shall cease if conditions prevent full 39
compliance with the CHSP. 40
41
The CHSP shall address the health and safety of all people associated with the project 42
including State workers in the field, Contractor personnel, consultants, project staff, 43
Subcontractors, suppliers and anyone on the project site, staging areas, or yards. The 44
CHSP shall: 45
46
1. Identify all standards, guidance, publications, and sources on which it is based. 47
Those standards may include references to the City’s current requirements, 48
OSHA, WISHA, and CDC publications that current at the time the CHSP is 49
prepared. 50
51
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2. Identify a responsible individual from the Contractor who is responsible for 1
implementation of the CHSP. The individual(s) contact information shall be listed 2
in the CHSP. 3
4
3. Identify the specific project for which it is applicable, and if applicable, shall 5
address project work areas outside the project limits such as staging areas and/or 6
yards. 7
8
4. Identify the administrative and engineered controls necessary to maintain a safe 9
site. This includes, but is not limited to: personal protective equipment (PPE) 10
needed to protect workers from COVID-19, sanitation resources, screening 11
stations, safety briefings, and controlling access. 12
13
5. Identify measures for screening and managing workers or visitors to that enter 14
and leave the project site. The plan shall include procedures should a person 15
exhibit symptoms of COVID-19 at the project site. 16
17
6. Identify how the plan will be updated as new work activities are added with each 18
two-week look-ahead schedule. The CHSP updates shall identify the number of 19
workers, crews, work tasks, and the degree of congestion or confinement workers 20
will experience for the work activities in the two-week look-ahead schedule. 21
22
7. Include how the Contractor will ensure everyone on the site has been trained on 23
the CHSP requirements. This includes Subcontractors, suppliers, and anyone on 24
the project site. 25
26
COVID-19 Health and Safety Plan (CHSP) Inspection 27
The Contractor shall grant full and unrestricted access to the City for CHSP 28
Inspections. The City will conduct periodic compliance inspections on the project 29
site, staging areas, or yards to verify that any ongoing work activity is following 30
the CHSP plan. If the City becomes aware of a noncompliance incident either 31
through a site inspection or other means, the Contractor will be notified 32
immediately (within 1 hour). The Contractor shall immediately remedy the 33
noncompliance incident or suspend all or part of the associated work activity. 34
The Contractor shall satisfy the City that the noncompliance incident has been 35
corrected before the suspension will end. 36
37
38
1-07.5 Environmental Regulations 39
40
1-07.5(1) General 41
(******) 42
43
Supplement this section with the following: 44
45
Dumping of material removed from catch basins and other storm drain structures into the 46
right of way, sanitary sewer or storm drain system is prohibited. 47
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1
1-07.9 Wages 2
3
1-07.9(1) General 4
Section 1-07.9(1) is supplemented with the following: 5
(******) 6
7
The State rates incorporated in this contract are applicable to all construction activities 8
associated with this contract. The applicable Washington State Prevailing wage rates are 9
found at: https://secure.lni.wa.gov/wagelookup/ and are the rates in effect at the Bid date. 10
11
12
13
1-07.11 Requirements for Nondiscrimination 14
(September 3, 2019 GSP OPT1.GR1) 15
16
Section 1-07.11 is supplemented with the following: 17
18
Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive 19
Order 11246) 20
21
1. The Contractor's attention is called to the Equal Opportunity Clause and the Standard 22
Federal Equal Employment Opportunity Construction Contract Specifications set 23
forth herein. 24
25
2. The goals and timetables for minority and female participation set by the Office of 26
Federal Contract Compliance Programs, expressed in percentage terms for the 27
Contractor's aggregate work force in each construction craft and in each trade on all 28
construction work in the covered area, are as follows: 29
30
Women - Statewide 31
32
Timetable Goal 33
34
Until further notice 6.9% 35
Minorities - by Standard Metropolitan Statistical Area (SMSA) 36
37
Spokane, WA: 38
SMSA Counties: 39
Spokane, WA 2.8 40
WA Spokane. 41
Non-SMSA Counties 3.0 42
WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA 43
Lincoln, WA Pend Oreille; WA Stevens; WA Whitman. 44
45
Richland, WA 46
SMSA Counties: 47
Richland Kennewick, WA 5.4 48
WA Benton; WA Franklin. 49
Non-SMSA Counties 3.6 50
WA Walla Walla. 51
52
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Yakima, WA: 1
SMSA Counties: 2
Yakima, WA 9.7 3
WA Yakima. 4
Non-SMSA Counties 7.2 5
WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan. 6
7
Seattle, WA: 8
SMSA Counties: 9
Seattle Everett, WA 7.2 10
WA King; WA Snohomish. 11
Tacoma, WA 6.2 12
WA Pierce. 13
Non-SMSA Counties 6.1 14
WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; 15
WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA 16
Thurston; WA Whatcom. 17
18
Portland, OR: 19
SMSA Counties: 20
Portland, OR-WA 4.5 21
WA Clark. 22
Non-SMSA Counties 3.8 23
WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum. 24
25
These goals are applicable to each nonexempt Contractor’s total on-site construction 26
workforce, regardless of whether or not part of that workforce is performing work on 27
a Federal, or federally assisted project, contract, or subcontract until further notice. 28
Compliance with these goals and time tables is enforced by the Office of Federal 29
Contract compliance Programs. 30
31
The Contractor's compliance with the Executive Order and the regulations in 41 CFR 32
Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, 33
specific affirmative action obligations required by the specifications set forth in 41 34
CFR 60-4.3(a), and its efforts to meet the goals. The hours of minority and female 35
employment and training must be substantially uniform throughout the length of the 36
contract, in each construction craft and in each trade, and the Contractor shall make 37
a good faith effort to employ minorities and women evenly on each of its projects. 38
The transfer of minority or female employees or trainees from Contractor to 39
Contractor or from project to project for the sole purpose of meeting the Contractor's 40
goal shall be a violation of the contract, the Executive Order and the regulations in 41
41 CFR Part 60-4. Compliance with the goals will be measured against the total 42
work hours performed. 43
44
3. The Contractor shall provide written notification to the Office of Federal Contract 45
Compliance Programs (OFCCP) within 10 working days of award of any construction 46
subcontract in excess of $10,000 or more that are Federally funded, at any tier for 47
construction work under the contract resulting from this solicitation. The notification 48
shall list the name, address and telephone number of the Subcontractor; employer 49
identification number of the Subcontractor; estimated dollar amount of the 50
subcontract; estimated starting and completion dates of the subcontract; and the 51
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geographical area in which the contract is to be performed. The notification shall be 1
sent to: 2
3
U.S. Department of Labor 4
Office of Federal Contract Compliance Programs Pacific Region 5
Attn: Regional Director 6
San Francisco Federal Building 7
90 – 7th Street, Suite 18-300 8
San Francisco, CA 94103(415) 625-7800 Phone 9
(415) 625-7799 Fax 10
11
4. As used in this Notice, and in the contract resulting from this solicitation, the Covered 12
Area is as designated herein. 13
14
Standard Federal Equal Employment Opportunity Construction Contract Specifications 15
(Executive Order 11246) 16
17
1. As used in these specifications: 18
19
a. Covered Area means the geographical area described in the solicitation 20
from which this contract resulted; 21
22
b. Director means Director, Office of Federal Contract Compliance Programs, 23
United States Department of Labor, or any person to whom the Director 24
delegates authority; 25
26
c. Employer Identification Number means the Federal Social Security number 27
used on the Employer's Quarterly Federal Tax Return, U. S. Treasury 28
Department Form 941; 29
30
d. Minority includes: 31
32
(1) Black, a person having origins in any of the Black Racial Groups 33
of Africa. 34
35
(2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of 36
Mexican, Puerto Rican, Cuban, Central American, South 37
American, or other Spanish origin. 38
39
(3) Asian or Pacific Islander, a person having origins in any of the 40
original peoples of the Pacific rim or the Pacific Islands, the 41
Hawaiian Islands and Samoa. 42
43
(4) American Indian or Alaskan Native, a person having origins in any 44
of the original peoples of North America, and who maintain cultural 45
identification through tribal affiliation or community recognition. 46
47
2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of 48
the work involving any construction trade, it shall physically include in each 49
subcontract in excess of $10,000 the provisions of these specifications and the 50
Notice which contains the applicable goals for minority and female participation and 51
which is set forth in the solicitations from which this contract resulted. 52
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1
3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan 2
approved by the U.S. Department of Labor in the covered area either individually or 3
through an association, its affirmative action obligations on all work in the Plan area 4
(including goals and timetables) shall be in accordance with that Plan for those trades 5
which have unions participating in the Plan. Contractors must be able to demonstrate 6
their participation in and compliance with the provisions of any such Hometown Plan. 7
Each Contractor or Subcontractor participating in an approved Plan is individually 8
required to comply with its obligations under the EEO clause, and to make a good 9
faith effort to achieve each goal under the Plan in each trade in which it has 10
employees. The overall good faith performance by other Contractors or 11
Subcontractors toward a goal in an approved Plan does not excuse any covered 12
Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan 13
goals and timetables. 14
15
4. The Contractor shall implement the specific affirmative action standards provided in 16
paragraphs 7a through 7p of this Special Provision. The goals set forth in the 17
solicitation from which this contract resulted are expressed as percentages of the 18
total hours of employment and training of minority and female utilization the 19
Contractor should reasonably be able to achieve in each construction trade in which 20
it has employees in the covered area. Covered construction contractors performing 21
construction work in geographical areas where they do not have a Federal or 22
federally assisted construction contract shall apply the minority and female goals 23
established for the geographical area where the work is being performed. The 24
Contractor is expected to make substantially uniform progress in meeting its goals in 25
each craft during the period specified. 26
27
5. Neither the provisions of any collective bargaining agreement, nor the failure by a 28
union with whom the Contractor has a collective bargaining agreement, to refer either 29
minorities or women shall excuse the Contractor's obligations under these 30
specifications, Executive Order 11246, or the regulations promulgated pursuant 31
thereto. 32
33
6. In order for the nonworking training hours of apprentices and trainees to be counted 34
in meeting the goals, such apprentices and trainees must be employed by the 35
Contractor during the training period, and the Contractor must have made a 36
commitment to employ the apprentices and trainees at the completion of their 37
training, subject to the availability of employment opportunities. Trainees must be 38
trained pursuant to training programs approved by the U.S. Department of Labor. 39
40
7. The Contractor shall take specific affirmative actions to ensure equal employment 41
opportunity. The evaluation of the Contractor's compliance with these specifications 42
shall be based upon its effort to achieve maximum results from its action. The 43
Contractor shall document these efforts fully, and shall implement affirmative action 44
steps at least as extensive as the following: 45
46
a. Ensure and maintain a working environment free of harassment, 47
intimidation, and coercion at all sites, and in all facilities at which the 48
Contractor's employees are assigned to work. The Contractor, where 49
possible, will assign two or more women to each construction project. The 50
Contractor shall specifically ensure that all foremen, superintendents, and 51
other on-site supervisory personnel are aware of and carry out the 52
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Contractor's obligation to maintain such a working environment, with 1
specific attention to minority or female individuals working at such sites or 2
in such facilities. 3
4
b. Establish and maintain a current list of minority and female recruitment 5
sources, provide written notification to minority and female recruitment 6
sources and to community organizations when the Contractor or its unions 7
have employment opportunities available, and maintain a record of the 8
organizations' responses. 9
10
c. Maintain a current file of the names, addresses and telephone numbers of 11
each minority and female off-the-street applicant and minority or female 12
referral from a union, a recruitment source or community organization and 13
of what action was taken with respect to each such individual. If such 14
individual was sent to the union hiring hall for referral and was not referred 15
back to the Contractor by the union or, if referred, not employed by the 16
Contractor, this shall be documented in the file with the reason therefor, 17
along with whatever additional actions the Contractor may have taken. 18
19
d. Provide immediate written notification to the Director when the union or 20
unions with which the Contractor has a collective bargaining agreement has 21
not referred to the Contractor a minority person or woman sent by the 22
Contractor, or when the Contractor has other information that the union 23
referral process has impeded the Contractor's efforts to meet its obligations. 24
25
e. Develop on-the-job training opportunity and/or participate in training 26
programs for the area which expressly include minorities and women, 27
including upgrading programs and apprenticeship and trainee programs 28
relevant to the Contractor's employment needs, especially those programs 29
funded or approved by the U.S. Department of Labor. The Contractor shall 30
provide notice of these programs to the sources compiled under 7b above. 31
32
f. Disseminate the Contractor's EEO policy by providing notice of the policy 33
to unions and training programs and requesting their cooperation in 34
assisting the Contractor in meeting its EEO obligations; by including it in 35
any policy manual and collective bargaining agreement; by publicizing it in 36
the company newspaper, annual report, etc.; by specific review of the policy 37
with all management personnel and with all minority and female employees 38
at least once a year; and by posting the company EEO policy on bulletin 39
boards accessible to all employees at each location where construction 40
work is performed. 41
42
g. Review, at least annually, the company's EEO policy and affirmative action 43
obligations under these specifications with all employees having any 44
responsibility for hiring, assignment, layoff, termination or other 45
employment decisions including specific review of these items with on-site 46
supervisory personnel such as Superintendents, General Foremen, etc., 47
prior to the initiation of construction work at any job site. A written record 48
shall be made and maintained identifying the time and place of these 49
meetings, persons attending, subject matter discussed, and disposition of 50
the subject matter. 51
52
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h. Disseminate the Contractor's EEO policy externally by including it in any 1
advertising in the news media, specifically including minority and female 2
news media, and providing written notification to and discussing the 3
Contractor's EEO policy with other Contractors and Subcontractors with 4
whom the Contractor does or anticipates doing business. 5
6
i. Direct its recruitment efforts, both oral and written to minority, female and 7
community organizations, to schools with minority and female students and 8
to minority and female recruitment and training organizations serving the 9
Contractor's recruitment area and employment needs. Not later than one 10
month prior to the date for the acceptance of applications for apprenticeship 11
or other training by any recruitment source, the Contractor shall send written 12
notification to organizations such as the above, describing the openings, 13
screening procedures, and tests to be used in the selection process. 14
15
j. Encourage present minority and female employees to recruit other minority 16
persons and women and where reasonable, provide after school, summer 17
and vacation employment to minority and female youth both on the site and 18
in other areas of a Contractor's work force. 19
20
k. Validate all tests and other selection requirements where there is an 21
obligation to do so under 41 CFR Part 60-3. 22
23
l. Conduct, at least annually, an inventory and evaluation of all minority and 24
female personnel for promotional opportunities and encourage these 25
employees to seek or to prepare for, through appropriate training, etc., such 26
opportunities. 27
28
m. Ensure that seniority practices, job classifications, work assignments and 29
other personnel practices, do not have a discriminatory effect by continually 30
monitoring all personnel and employment related activities to ensure that 31
the EEO policy and the Contractor's obligations under these specifications 32
are being carried out. 33
34
n. Ensure that all facilities and company activities are nonsegregated except 35
that separate or single-user toilet and necessary changing facilities shall be 36
provided to assure privacy between the sexes. 37
38
o. Document and maintain a record of all solicitations of offers for subcontracts 39
from minority and female construction contractors and suppliers, including 40
circulation of solicitations to minority and female contractor associations 41
and other business associations. 42
43
p. Conduct a review, at least annually, of all supervisors' adherence to and 44
performance under the Contractor's EEO policies and affirmative action 45
obligations. 46
47
8. Contractors are encouraged to participate in voluntary associations which assist in 48
fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts 49
of a contractor association, joint contractor-union, contractor-community, or other 50
similar group of which the Contractor is a member and participant, may be asserted 51
as fulfilling any one or more of the obligations under 7a through 7p of this Special 52
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Provision provided that the Contractor actively participates in the group, makes every 1
effort to assure that the group has a positive impact on the employment of minorities 2
and women in the industry, ensure that the concrete benefits of the program are 3
reflected in the Contractor's minority and female work-force participation, makes a 4
good faith effort to meet its individual goals and timetables, and can provide access 5
to documentation which demonstrate the effectiveness of actions taken on behalf of 6
the Contractor. The obligation to comply, however, is the Contractor's and failure of 7
such a group to fulfill an obligation shall not be a defense for the Contractor's 8
noncompliance. 9
10
9. A single goal for minorities and a separate single goal for women have been 11
established. The Contractor, however, is required to provide equal employment 12
opportunity and to take affirmative action for all minority groups, both male and 13
female, and all women, both minority and non-minority. Consequently, the Contractor 14
may be in violation of the Executive Order if a particular group is employed in 15
substantially disparate manner (for example, even though the Contractor has 16
achieved its goals for women generally, the Contractor may be in violation of the 17
Executive Order if a specific minority group of women is underutilized). 18
19
10. The Contractor shall not use the goals and timetables or affirmative action standards 20
to discriminate against any person because of race, color, religion, sex, or national 21
origin. 22
23
11. The Contractor shall not enter into any subcontract with any person or firm debarred 24
from Government contracts pursuant to Executive Order 11246. 25
26
12. The Contractor shall carry out such sanctions and penalties for violation of these 27
specifications and of the Equal Opportunity Clause, including suspensions, 28
terminations and cancellations of existing subcontracts as may be imposed or 29
ordered pursuant to Executive Order 11246, as amended, and its implementing 30
regulations by the Office of Federal Contract Compliance Programs. Any Contractor 31
who fails to carry out such sanctions and penalties shall be in violation of these 32
specifications and Executive Order 11246, as amended. 33
34
13. The Contractor, in fulfilling its obligations under these specifications, shall implement 35
specific affirmative action steps, at least as extensive as those standards prescribed 36
in paragraph 7 of this Special Provision, so as to achieve maximum results from its 37
efforts to ensure equal employment opportunity. If the Contractor fails to comply with 38
the requirements of the Executive Order, the implementing regulations, or these 39
specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 40
41
14. The Contractor shall designate a responsible official to monitor all employment 42
related activity to ensure that the company EEO policy is being carried out, to submit 43
reports relating to the provisions hereof as may be required by the government and 44
to keep records. Records shall at least include, for each employee, their name, 45
address, telephone numbers, construction trade, union affiliation if any, employee 46
identification number when assigned, social security number, race, sex, status (e.g., 47
mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours 48
worked per week in the indicated trade, rate of pay, and locations at which the work 49
was performed. Records shall be maintained in an easily understandable and 50
retrievable form; however, to the degree that existing records satisfy this requirement, 51
the Contractors will not be required to maintain separate records. 52
CITY OF PASCO PROJECT NUMBER 12002
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1
15. Nothing herein provided shall be construed as a limitation upon the application of 2
other laws which establish different standards of compliance or upon the application 3
of requirements for the hiring of local or other area residents (e.g., those under the 4
Public Works Employment Act of 1977 and the Community Development Block Grant 5
Program). 6
7
16. Additional assistance for Federal Construction Contractors on contracts 8
administered by Washington State Department of Transportation or by Local 9
Agencies may be found at: 10
11
Washington State Dept. of Transportation 12
Office of Equal Opportunity 13
PO Box 47314 14
310 Maple Park Ave. SE 15
Olympia WA 16
98504-7314 17
Ph: 360-705-7090 18
Fax: 360-705-6801 19
http://www.wsdot.wa.gov/equalopportunity/default.htm 20
21
22
1-07.13 Contractor’s Responsibility for Work 23
24
1-07.13(1) General 25
(******) 26
27
Supplement this section with the following: 28
29
The Contractor is responsible for constructing and completing all work included in the 30
Contract in a professional manner with first-class workmanship. 31
32
The Contractor shall keep the City of Pasco informed in writing of the address to which 33
official correspondence is to be directed, the address and phone number of the person 34
in charge of their field personnel, and the address and telephone number of the 35
Contractor's representative who will be responsible and available outside of normal 36
working hours for emergency repairs and the maintenance of traffic control and safety 37
devices. 38
39
1-07.16 Protection and Restoration of Property 40
Section 1-07.16 is supplemented with the following: 41
42
(February 25, 2021) 43
Protection of Wells 44
The Contractor shall save and protect existing wells throughout the life of the Contract at 45
the locations as shown in the Plans. For the definition of wells types see WAC 173-160- 46
111 and WAC 173-160-410. The existing wells shall not be disturbed during any 47
construction activity. 48
49
Discovery of Unidentified Wells 50
If unidentified wells are encountered by the Contractor, they shall not be further 51
disturbed. 52
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The Contractor shall ensure any unidentified wells encountered are protected from all 1
construction activities including spills. The Contractor shall follow the procedures set 2
forth in Section 1-04.7. The Engineer will determine if the well will be protected in 3
accordance with Section 1-07.1, 1-07.5(3), and 1-07.16 or the well will be 4
decommissioned as part of the Work. 5
6
1-07.16(1) Private/Public Property 7
(*****) 8
9
Supplement this section with the following: 10
11
Existing utilities and access to utilities may be located within easements on private 12
property. The City will assist the Contractor in gaining access to those existing utilities 13
on private property by notifying property owners of the intent to access the property. The 14
Contractor shall notify the City of any properties where access to an easement is 15
required a minimum of three (3) working days in advance of needing the access. The 16
Contractor shall be responsible to make arrangements for physical access and to 17
remove or relocate any public or private improvements impacting the project specific 18
work. All improvements that are removed or relocated shall be restored by the 19
Contractor in accordance with this section. 20
21
1-07.16(2) Vegetation Protection and Restoration 22
Section 1-07.16(2) is supplemented with the following: 23
24
(August 2, 2010) 25
Vegetation and soil protection zones for trees shall extend out from the trunk to a distance of 26
1 foot radius for each inch of trunk diameter at breast height. 27
28
Vegetation and soil protection zones for shrubs shall extend out from the stems at ground 29
level to twice the radius of the shrub. 30
31
Vegetation and soil protection zones for herbaceous vegetation shall extend to encompass 32
the diameter of the plant as measured from the outer edge of the plant. 33
34
35
1-07.17 Utilities and Similar Facilities 36
(******) 37
38
1-07.17 is supplemented with the following: 39
40
(April 2, 2007) 41
Locations and dimensions shown in the Plans for existing facilities are in accordance with 42
available information obtained without uncovering, measuring, or other verification. 43
44
Private utilities, or their Contractors, will furnish all work necessary to adjust, relocate, 45
replace, or construct their facilities unless otherwise provided for in the Plans or these 46
Special Provisions. Such adjustment, relocation, replacement, or construction will be done 47
during the prosecution of the work for this project. 48
49
The Contractor shall attend a mandatory utility preconstruction meeting with the City, all 50
affected Subcontractors, and all utility owners and their Contractors prior to beginning onsite 51
work. 52
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1
It shall be the Contractor’s responsibility to coordinate and schedule work with other 2
local utility companies where the work may impact their operations and/or existing 3
infrastructure. A list of contacts is provided below for informational purposes. Should 4
any of the contacts change throughout the duration of the project, the Contractor shall 5
contact the City to obtain alternate contact information. The Contractor is responsible 6
for coordination in advance of work with the contacts below to avoid delays. 7
8
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
CITY OF PASCO PROJECT NUMBER 12002
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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
1
It shall be the Contractor's responsibility to investigate and verify the presence and 2
location of all utilities prior to construction. 3
4
The Contractor shall call for field location, no sooner than 5 business days before the 5
scheduled date for commencement of excavation which may affect underground utility 6
facilities, unless otherwise agreed upon by the parties involved. A business day is 7
defined as any day other than Saturday, Sunday, or a legal local, state, or federal 8
holiday. The phone number for the Northwest Utility Notification Center for Pasco is 1-9
800-424-5555 (or 811). If no one-number locator service is available, notice shall be 10
provided individually by the Contractor to those owners known to or suspected of having 11
underground facilities within the area of proposed excavation. 12
13
The Contractor is alerted to the existence of Chapter 19.122 RCW, a law relating to 14
underground utilities. Any cost to the Contractor incurred as a result of this law shall be 15
at the Contractor's expense. 16
17
No excavation shall begin until all known facilities, in the vicinity of the excavation area, 18
have been located and marked. 19
20
In addition to the requirements of RCW 19.122, the Contractor shall use surface 21
features and other evidence in determining the approximate utility location prior to 22
excavation. The Contractor shall hand dig to expose known utilities. 23
24
Where the location of the work is in proximity to overhead wires and power lines, the 25
Contractor shall coordinate all work with the utility and shall provide for such measures 26
as may be necessary for the protection of workmen. 27
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1
Only City personnel shall operate water system valves. 2
3
4
5
1-07.18 Public Liability and Property Damage Insurance 6
7
Delete this section in its entirety, and replace it with the following: 8
9
1-07.18 Insurance 10
(January 4, 2016 APWA GSP) 11
12
1-07.18(1) General Requirements 13
14
A. The Contractor shall procure and maintain the insurance described in all subsections 15
of section 1-07.18 of these Special Provisions, from insurers with a current A. M. 16
Best rating of not less than A-: VII and licensed to do business in the State of 17
Washington. The City reserves the right to approve or reject the insurance provided, 18
based on the insurer’s financial condition. 19
20
B. The Contractor shall keep this insurance in force without interruption from the 21
commencement of the Contractor’s Work through the term of the Contract and for 22
thirty (30) days after the Physical Completion date, unless otherwise indicated below. 23
24
C. If any insurance policy is written on a claims made form, its retroactive date, and that 25
of all subsequent renewals, shall be no later than the effective date of this Contract. 26
The policy shall state that coverage is claims made, and state the retroactive date. 27
Claims-made form coverage shall be maintained by the Contractor for a minimum of 28
36 months following the Completion Date or earlier termination of this Contract, and 29
the Contractor shall annually provide the City with proof of renewal. If renewal of the 30
claims made form of coverage becomes unavailable, or economically prohibitive, the 31
Contractor shall purchase an extended reporting period (“tail”) or execute another 32
form of guarantee acceptable to the City to assure financial responsibility for liability 33
for services performed. 34
35
D. The Contractor’s Automobile Liability, Commercial General Liability and 36
Excess or Umbrella Liability insurance policies shall be primary and non-37
contributory insurance as respects the City’s insurance, self-insurance, or 38
self-insured pool coverage. Any insurance, self-insurance, or self-insured 39
pool coverage maintained by the City shall be excess of the Contractor’s 40
insurance and shall not contribute with it. 41
42
E. The Contractor shall provide the City and all additional insureds with written notice of 43
any policy cancellation, within two business days of their receipt of such notice. 44
45
F. The Contractor shall not begin work under the Contract until the required insurance 46
has been obtained and approved by the City 47
48
G. Failure on the part of the Contractor to maintain the insurance as required shall 49
constitute a material breach of contract, upon which the City may, after giving five 50
business days’ notice to the Contractor to correct the breach, immediately terminate 51
the Contract or, at its discretion, procure or renew such insurance and pay any and 52
CITY OF PASCO PROJECT NUMBER 12002
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all premiums in connection therewith, with any sums so expended to be repaid to the 1
City on demand, or at the sole discretion of the City, offset against funds due the 2
Contractor from the City. 3
4
H. All costs for insurance shall be incidental to and included in the unit or lump sum 5
prices of the Contract and no additional payment will be made. 6
7
(June 26, 2020 COP GSP) 8
Supplement this section with the following: 9
10
I. The Contractor shall obtain and maintain in full force and effect during the duration 11
of the work public liability and property damage insurance in accordance with this 12
section and as modified herein. 13
14
J. Prior to start of construction, the Contractor shall furnish the City of Pasco a 15
Certificate of Insurance and the additional insured endorsements as evidence of 16
compliance with these requirements. This certificate shall name the City of Pasco, its 17
employees, agents, elected and appointed officials, consultants, and all 18
Subcontractors as “additional insureds” and shall stipulate that the policies named 19
thereon cannot be canceled unless at least forty-five (45) days written notice has 20
been given to the City of Pasco. The certificate shall not contain the following or 21
similar wording regarding cancellation notification: “Failure to mail such notice shall 22
impose no obligation or liability of any kind upon the company, its agents, or 23
representatives.” 24
25
26
1-07.18(2) Additional Insured 27
All insurance policies, with the exception of Workers Compensation, and of Professional 28
Liability and Builder’s Risk (if required by this Contract) shall name the following listed 29
entities as additional insured(s) using the forms or endorsements required herein: 30
the City and its officers, elected officials, employees, agents, and volunteers 31
City’s hired independent testing agency 32
33
The above-listed entities shall be additional insured(s) for the full available limits of 34
liability maintained by the Contractor, irrespective of whether such limits maintained by 35
the Contractor are greater than those required by this Contract, and irrespective of 36
whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) 37
describes limits lower than those maintained by the Contractor. 38
39
For Commercial General Liability insurance coverage, the required additional insured 40
endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing 41
operations and CG 20 37 10 01 for completed operations. 42
43
1-07.18(3) Subcontractors 44
The Contractor shall cause each SubContractor of every tier to provide insurance 45
coverage that complies with all applicable requirements of the Contractor-provided 46
insurance as set forth herein, except the Contractor shall have sole responsibility for 47
determining the limits of coverage required to be obtained by SubContractors. 48
49
The Contractor shall ensure that all SubContractors of every tier add all entities listed in 50
1-07.18(2) as additional insureds, and provide proof of such on the policies as required 51
CITY OF PASCO PROJECT NUMBER 12002
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by that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO 1
CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 2
3
Upon request by the City, the Contractor shall forward to the City evidence of insurance 4
and copies of the additional insured endorsements of each SubContractor of every tier 5
as required in 1-07.18(4) Verification of Coverage. 6
7
1-07.18(4) Verification of Coverage 8
The Contractor shall deliver to the City a Certificate(s) of Insurance and endorsements 9
for each policy of insurance meeting the requirements set forth herein when the 10
Contractor delivers the signed Contract for the work. Failure of City to demand such 11
verification of coverage with these insurance requirements or failure of City to identify a 12
deficiency from the insurance documentation provided shall not be construed as a waiver 13
of Contractor’s obligation to maintain such insurance. 14
15
Verification of coverage shall include: 16
1. An ACORD certificate or a form determined by the City to be equivalent. 17
2. Copies of all endorsements naming City and all other entities listed in 1-07.18(2) as 18
additional insured(s), showing the policy number. The Contractor may submit a copy of 19
any blanket additional insured clause from its policies instead of a separate 20
endorsement. 21
3. Any other amendatory endorsements to show the coverage required herein. 22
4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy 23
these requirements – actual endorsements must be submitted. 24
25
Upon request by the City, the Contractor shall forward to the City a full and certified copy 26
of the insurance policy(s). If Builders Risk insurance is required on this Project, a full 27
and certified copy of that policy is required when the Contractor delivers the signed 28
Contract for the work. 29
30
1-07.18(5) Coverages and Limits 31
The insurance shall provide the minimum coverages and limits set forth below. 32
Contractor’s maintenance of insurance, its scope of coverage, and limits as required 33
herein shall not be construed to limit the liability of the Contractor to the coverage 34
provided by such insurance, or otherwise limit the City’s recourse to any remedy 35
available at law or in equity. 36
37
All deductibles and self-insured retentions must be disclosed and are subject to approval 38
by the City. The cost of any claim payments falling within the deductible or self-insured 39
retention shall be the responsibility of the Contractor. In the event an additional insured 40
incurs a liability subject to any policy’s deductibles or self-insured retention, said 41
deductibles or self-insured retention shall be the responsibility of the Contractor. 42
43
1-07.18(5)A Commercial General Liability 44
Commercial General Liability insurance shall be written on coverage forms at least as 45
broad as ISO occurrence form CG 00 01, including but not limited to liability arising from 46
premises, operations, stop gap liability, independent Contractors, products-completed 47
operations, personal and advertising injury, and liability assumed under an insured 48
contract. There shall be no exclusion for liability arising from explosion, collapse or 49
underground property damage. 50
51
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The Commercial General Liability insurance shall be endorsed to provide a per project 1
general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. 2
3
Contractor shall maintain Commercial General Liability Insurance arising out of the 4
Contractor’s completed operations for at least three years following Substantial 5
Completion of the Work. 6
7
Such policy must provide the following minimum limits: 8
$2,000,000 Each Occurrence 9
$2,000,000 General Aggregate 10
$2,000,000 Products & Completed Operations Aggregate 11
$1,000,000 Personal & Advertising Injury each offence 12
$1,000,000 Stop Gap / Employers’ Liability each accident 13
14
1-07.18(5)B Automobile Liability 15
Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall 16
be written on a coverage form at least as broad as ISO form CA 00 01. If the work 17
involves the transport of pollutants, the automobile liability policy shall include MCS 90 18
and CA 99 48 endorsements. 19
20
Such policy must provide the following minimum limit: 21
$1,000,000 Combined single limit each accident 22
23
1-07.18(5)C Workers’ Compensation 24
The Contractor shall comply with Workers’ Compensation coverage as required 25
by the Industrial Insurance laws of the State of Washington. 26
27
28
29
30
1-07.23 PUBLIC CONVIENCE AND SAFETY 31
(******) 32
33
Supplement this section with the following: 34
35
All work shall be carried out with due regard for public safety. For any open trenches, 36
the Contractor shall provide proper barricades and adequate night-time illumination. 37
38
At access points to public and private properties access shall be provided by the 39
Contractor throughout the duration of construction unless otherwise approved by the 40
City. 41
42
The Contractor shall contact all resident, tenants, and property owners in the immediate 43
vicinity of the scheduled work via door hanger or a mailing a minimum of seven (7) 44
calendar days in advance of beginning work in the area. The door hanger or mailing shall 45
be printed in both English and Spanish and shall contain the following information at a 46
minimum: 47
48
Project Name 49
Description of the work being performed 50
Exact area to be affected by the work 51
Date work is to commence 52
CITY OF PASCO PROJECT NUMBER 12002
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Date work will be completed 1
Company name, contact person & phone number 2
Contractors local contact person name & local phone number 3
Contractors superintendent name & phone number (if different) 4
Services that may be impacted 5
Restrictions during work (such as advising against water usage) 6
7
In addition, 24 hours in advance of a utility shut-down, the Contractor shall informing the 8
resident or tenant of the time period of the possible interruption to the utility service and 9
advise against water usage during this period. The notice shall be in the form of a door 10
hanger printed in both English and Spanish. 11
12
The Contractor shall submit both the 7-day notice and the 24-hour notice to the City for 13
review prior to delivering any notice to a resident, tenant, or property owner. 14
15
The Contractor shall be responsible to coordinate all construction efforts with the 16
following entities: 17
18
Benton-Franklin Health District 19
Benton-Franklin Transit 20
Pasco School District 21
Pasco Fire Department 22
Pasco Police Department and all other law enforcement divisions 23
United States Postal Service 24
Basin Disposal Incorporated 25
City of Pasco Public Works and all other Utility owners/operators 26
27
The Contractor must notify an affected property owner or occupant and the City 28
immediately upon the accidental disruption of any public or private service. The 29
disrupted service shall be restored the same day as the disruption occurred. 30
31
32
1-07.23(1) Construction Under Traffic 33
(May 2, 2017 APWA GSP) 34
35
Revise the third sentence of the second paragraph to read: 36
37
Accessibility to existing or temporary pedestrian push buttons shall not be impaired; if 38
approved by the Contracting Agency activating pedestrian recall timing or other 39
accommodation may be allowed during construction. 40
41
42
Section 1-07.23(1) is supplemented with the following: 43
44
Lane closures are subject to the following restrictions: 45
46
Argent Road: The Contractor shall keep one lane open in each direction at all times. 47
48
N. 20th Ave: The Contractor shall keep one lane open in each direction at all times. 49
50
CITY OF PASCO PROJECT NUMBER 12002
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If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer 1
may adjust the hours accordingly. The Engineer will notify the Contractor in writing of any 2
change in the closure hours. 3
4
No lane closures will be allowed on a holiday or holiday weekend, or after 12:00 PM (noon) 5
on a day prior to a holiday or holiday weekend. Holidays that occur on Friday, Saturday, 6
Sunday or Monday are considered a holiday weekend. 7
8
Work Clear Zone 9
(February 3, 2020 WSDOT GSP) 10
11
Work Zone Clear Zone 12
13
The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The 14
WZCZ applies only to temporary roadside objects introduced by the Contractor’s 15
operations and does not apply to preexisting conditions or permanent Work. Those work 16
operations that are actively in progress shall be in accordance with adopted and 17
approved Traffic Control Plans, and other contract requirements. 18
19
During nonworking hours equipment or materials shall not be within the WZCZ unless 20
they are protected by permanent guardrail or temporary concrete barrier. The use of 21
temporary concrete barrier shall be permitted only if the Engineer approves the 22
installation and location. 23
24
During actual hours of work, unless protected as described above, only materials 25
absolutely necessary to construction shall be within the WZCZ and only construction 26
vehicles absolutely necessary to construction shall be allowed within the WZCZ or 27
allowed to stop or park on the shoulder of the roadway. 28
29
The Contractor's nonessential vehicles and employees private vehicles shall not be 30
permitted to park within the WZCZ at any time unless protected as described above. 31
32
Deviation from the above requirements shall not occur unless the Contractor has 33
requested the deviation in writing and the Engineer has provided written approval. 34
35
Minimum WZCZ distances are measured from the edge of traveled way and will be 36
determined as follows: 37
38
Regulatory
Posted Speed
Distance From
Traveled Way
(Feet)
35 mph or less 10
40 mph 15
45 to 50 mph 10
55 to 60 mph 30
65 mph or greater 35
39
Minimum Work Zone Clear Zone Distance 40
41
CITY OF PASCO PROJECT NUMBER 12002
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1
1-07.24 Rights of Way 2
(******) 3
4
Delete this section and replace it with the following: 5
6
Street Right of Way lines, limits of easements, and limits of construction permits are 7
indicated in the Plans. The Contractor’s construction activities shall be confined within 8
these limits, unless arrangements for use of private property are made. 9
10
The City has obtained all rights of way and easements deemed necessary for the 11
completed facility and direct construction work. 12
13
Whenever any of the work is accomplished on or through property other than public 14
Right of Way, the Contractor shall meet and fulfill all covenants and stipulations of any 15
easement agreement obtained by the City from the owner of the private property. 16
Copies of the easement agreements may be included in the Contract Provisions or made 17
available to the Contractor as soon as practical after they have been obtained by the 18
City. 19
20
Whenever easements or rights of entry have not been acquired prior to advertising, 21
these areas are so noted in the Plans. The Contractor shall not proceed with any portion 22
of the work in areas where right of way, easements or rights of entry have not been 23
acquired until the City certifies to the Contractor that the right of way or easement is 24
available or that the right of entry has been received. If the Contractor is delayed due to 25
acts of omission on the part of the City in obtaining easements, rights of entry or right of 26
way, the Contractor will be entitled to an extension of time. The Contractor agrees that 27
such delay shall not be a breach of contract. 28
29
The Contractor shall notify each property owner two (2) business days prior to entry. 30
This includes entry onto easements and private property where private improvements 31
must be adjusted. 32
33
Rights of way and easements obtained by the City are not guaranteed to include the 34
amount or location of land desired by the Contractor to support all of the Contractor’s 35
activities. The Contractor shall be responsible for providing, without expense or liability 36
to the City, any additional land and access thereto that the Contractor may desire for 37
temporary construction facilities, storage of materials, or other Contractor needs. 38
However, before using any private property, whether adjoining the work or not, the 39
Contractor shall file with the City a written permission of the private property owner, and, 40
upon vacating the premises, a written release from the property owner of each property 41
disturbed or otherwise interfered with by reasons of construction pursued under this 42
contract. The statement shall be signed by the private property owner, or proper 43
authority acting for the owner of the private property affected, stating that permission has 44
been granted to use the property and all necessary permits have been obtained or, in the 45
case of a release, that the restoration of the property has been satisfactorily 46
accomplished. The statement shall include the parcel number, address, and date of 47
signature. Written releases must be filed with the City before the Completion Date will be 48
established. 49
50
(June 26, 2020 COP GSP) 51
Add the following new section: 52
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1
1-07.28 Safety Standards 2
3
All work shall be performed in accordance with all applicable local, state, and federal 4
health and safety codes, standards, regulations, and/or accepted industry standards. 5
It shall be the responsibility of the Contractor to ensure that their work force, the City, 6
and the public are adequately protected against any hazards. 7
8
The City shall have the authority at all times to issue a stop work order at no penalty 9
if, in their opinion, working conditions present an undue hazard to the public, 10
property, or the work force. Such authority shall not, however, relieve the Contractor 11
of responsibility for the maintenance of safe working conditions or assess any 12
responsibility to the City or Contractor for the identification of any or all unsafe 13
conditions. 14
15
(******) 16
Add the following new section: 17
18
1-07.29 Notifying Property Owners 19
20
When construction activities cause there to be temporary or modified ingress and/or 21
egress to a property along the project alignment, the Contractor shall be responsible 22
for notifying the occupant(s) of the property three (3) business days prior to the work. 23
If the Contractor is unable to contact the occupant(s), the Contractor shall leave 24
written notification at least one (1) business day prior to the work. A copy of all 25
notifications shall be provided to the City. 26
27
28
29
30
1-08 PROSECUTION AND PROGRESS 31
32
Add the following new section: 33
34
1-08.0 Preliminary Matters 35
(May 25, 2006 APWA GSP) 36
37
Add the following new section: 38
39
40
1-08.0(1) Preconstruction Conference 41
(******) 42
43
Prior to the commencement of any work, a preconstruction conference shall be held. 44
The Contractor shall contact the City and set a date and time for the meeting. It shall 45
be the responsibility of the Contractor to notify and invite all parties having an interest in 46
the project to the meeting, including the City, major subcontractors, Irrigation Districts, 47
and all applicable private utilities. The Contractor shall ensure they understand all 48
provisions and intentions of the work. 49
50
The purpose of the preconstruction conference will be: 51
1. Overall scope 52
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2. Order and coordination of work 1
3. Long lead time items 2
4. Means and methods of construction 3
5. Inspection and reporting procedures 4
6. To review the initial schedule; 5
7. To establish a working understanding among the various parties associated or 6
affected by the work; 7
8. To establish and review procedures for progress payment, notifications, 8
approvals, submittals, etc.; 9
9. To establish normal working hours for the work; 10
10. To review safety standards and traffic control; and 11
11. To discuss such other related items as may be pertinent to the work. 12
12. To walk the project site and confirm which if any objects are to be removed and 13
replaced. 14
13. Protection of features to remain in place for the duration of construction. 15
14. Dust control equipment and procedures. 16
17
The Contractor shall prepare and submit at least five (5) business days prior to the 18
preconstruction conference the following: 19
1. A breakdown of all lump sum items; 20
2. A preliminary schedule of working drawing submittals; and 21
3. A list of material sources for approval if applicable. 22
23
Any proposed road or sidewalk closures shall be presented to the City at the 24
preconstruction conference for consideration, including duration of closure. If approved, 25
closures shall not extend beyond permitted duration. Should closures extend beyond 26
the duration, road user delay costs shall be assessed to the Contractor and paid to the 27
City of Pasco. 28
29
30
Add the following new section: 31
32
33
1-08.0(2) Hours of Work 34
(December 8, 2014 APWA GSP) 35
36
Except in the case of emergency or unless otherwise approved by the Engineer, the 37
normal working hours for the Contract shall be any consecutive 8-hour period between 38
7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the 39
Contractor desires different than the normal working hours stated above, the request 40
must be submitted in writing prior to the preconstruction conference, subject to the 41
provisions below. The working hours for the Contract shall be established at or prior to 42
the preconstruction conference. 43
44
All working hours and days are also subject to local permit and ordinance conditions (such 45
as noise ordinances). 46
47
If the Contractor wishes to deviate from the established working hours, the Contractor 48
shall submit a written request to the Engineer for consideration. This request shall state 49
what hours are being requested, and why. Requests shall be submitted for review no 50
later than 5 business days prior to the day(s) the Contractor is requesting to change the 51
hours. 52
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1
If the Contracting Agency approves such a deviation, such approval may be subject to 2
certain other conditions, which will be detailed in writing. For example: 3
1. On non-Federal aid projects, requiring the Contractor to reimburse the 4
Contracting Agency for the costs in excess of straight-time costs for Contracting 5
Agency representatives who worked during such times. (The Engineer may 6
require designated representatives to be present during the work. 7
Representatives who may be deemed necessary by the Engineer include, but are 8
not limited to: survey crews; personnel from the Contracting Agency’s material 9
testing lab; inspectors; and other Contracting Agency employees or third party 10
consultants when, in the opinion of the Engineer, such work necessitates their 11
presence.) 12
2. Considering the work performed on Saturdays, Sundays, and holidays as working 13
days with regard to the contract time. 14
3. Considering multiple work shifts as multiple working days with respect to contract 15
time even though the multiple shifts occur in a single 24-hour period. 16
4. If a 4-10 work schedule is requested and approved the non working day for the 17
week will be charged as a working day. 18
5. If Davis Bacon wage rates apply to this Contract, all requirements must be met 19
and recorded properly on certified payroll. 20
21
(******) 22
Add the following new section: 23
24
1-08.0(3) Days of Work 25
26
No work will be allowed on the following days unless pre-approval is obtained from the 27
City: 28
29
New Years Day, Martin Luther King Jr., President’s Day, Memorial Day, July 4th, 30
Labor Day, Veteran’s Day, Thanksgiving and the day after, Christmas and the day 31
after. 32
If any of the above days falls on a Saturday, the preceding Friday. If any of the 33
above days falls on a Sunday, the following Monday. 34
All Saturdays and Sundays. 35
36
Requests to work on any of the days listed above must be made in writing by the Contractor 37
to the City for review no less than two weeks prior to the event and include the reason for the 38
request. Approval of any such request is not guaranteed. If approval is given, each day may 39
be counted as a working day at the discretion of the City. 40
41
42
1-08.1 Subcontracting 43
(May 30, 2019 APWA GSP, Option B) 44
45
Delete the ninth paragraph, beginning with “On all projects, the Contractor shall certify…”. 46
47
1-08.3(1) General Requirements 48
(******) 49
50
Supplement this section with the following: 51
52
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Items in the schedule shall be arranged in the order and sequence in which they will be 1
performed. The schedule shall be drawn to a time scale, using an appropriate 2
measurement per day with weekends and holidays indicated. The schedule shall be 3
continuously updated and, if necessary, redrawn upon the first working day of each 4
month or upon issuance of any change order which substantially affects the schedule. 5
Copies (2 prints or 1 reproducible) of newly updated schedules shall be provided to the 6
City. 7
8
When the Contract Work has progressed to Substantial Completion as defined in the 9
Contract, the City may determine that the work is Substantially Complete. The City will 10
notify the Contractor in writing of the Substantial Completion Date. 11
12
The Contractor shall complete the remaining Work as promptly as possible. Upon 13
request by the City, the Contractor shall furnish a written schedule for completing the 14
physical Work on the Contract. 15
16
1-08.3(2)A Type A Progress Schedule 17
(March 13, 2012 APWA GSP) 18
19
Revise this section to read: 20
21
The Contractor shall submit 2 copies of a Type A Progress Schedule to the City no later 22
than 5 business days prior to the preconstruction conference, or some other mutually 23
agreed upon time. The schedule shall be in a format acceptable to the City. The City 24
may at their discretion allow a critical path method (CPM) schedule, bar chart, or other 25
standard schedule format. Regardless of which format used, the schedule shall identify 26
the critical path. The Engineer will evaluate the Type A Progress Schedule and approve 27
or return the schedule for corrections within 15 calendar days of receiving the submittal. 28
29
1-08.3(2)D Weekly Look-Ahead Schedule 30
(******) 31
32
Supplement this section with the following: 33
34
At the discretion of the City, a weekly meeting between representatives of the City (e.g. 35
inspector and/or engineer) and Contractor (foreman, supervisor, and/or project manager) 36
shall be held at the project site or at City Hall at a pre-determined time. The Contractor 37
shall present an update on project status, project schedule, and any problems that have 38
arisen. 39
40
41
42
1-08.4 Prosecution of Work 43
44
Delete this section and replace it with the following: 45
46
1-08.4 Notice to Proceed and Prosecution of Work 47
(July 23, 2015 APWA GSP) 48
49
Notice to Proceed will be given after the contract has been executed and the contract 50
bond and evidence of insurance have been approved and filed by the Contracting 51
Agency. The Contractor shall not commence with the work until the Notice to Proceed 52
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has been given by the Engineer. The Contractor shall commence construction activities 1
on the project site within ten days of the Notice to Proceed Date, unless otherwise 2
approved in writing. The Contractor shall diligently pursue the work to the physical 3
completion date within the time specified in the contract. Voluntary shutdown or slowing 4
of operations by the Contractor shall not relieve the Contractor of the responsibility to 5
complete the work within the time(s) specified in the contract. 6
7
When shown in the Plans, the first order of work shall be the installation of high visibility 8
fencing to delineate all areas for protection or restoration, as described in the Contract. 9
Installation of high visibility fencing adjacent to the roadway shall occur after the 10
placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). 11
Upon construction of the fencing, the Contractor shall request the Engineer to inspect the 12
fence. No other work shall be performed on the site until the Contracting Agency has 13
accepted the installation of high visibility fencing, as described in the Contract. 14
15
16
17
1-08.5 Time for Completion 18
(November 30, 2018 APWA GSP, Option B) 19
20
Revise the third and fourth paragraphs to read: 21
22
Contract time shall begin on the first working day following the first calendar day after the 23
Notice to Proceed date. If the Contractor starts work on the project at an earlier date, 24
then contract time shall begin on the first working day when onsite work begins. 25
26
Each working day shall be charged to the contract as it occurs, until the contract work is 27
physically complete. If substantial completion has been granted and all the authorized 28
working days have been used, charging of working days will cease. Each week the 29
Engineer will provide the Contractor a statement that shows the number of working days: 30
(1) charged to the contract the week before; (2) specified for the physical completion of 31
the contract; and (3) remaining for the physical completion of the contract. The statement 32
will also show the nonworking days and any partial or whole day the Engineer declares 33
as unworkable. Within 10 calendar days after the date of each statement, the Contractor 34
shall file a written protest of any alleged discrepancies in it. To be considered by the 35
Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the 36
basis and amount of time disputed. By not filing such detailed protest in that period, the 37
Contractor shall be deemed as having accepted the statement as correct. If the 38
Contractor is approved to work 10 hours a day and 4 days a week (a 4-10 schedule) and 39
the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a 40
working day, then the fifth day of that week will be charged as a working day whether or 41
not the Contractor works on that day. 42
43
Revise the sixth paragraph to read: 44
45
The Engineer will give the Contractor written notice of the completion date of the contract 46
after all the Contractor’s obligations under the contract have been performed by the 47
Contractor. The following events must occur before the Completion Date can be 48
established: 49
1. The physical work on the project must be complete; and 50
2. The Contractor must furnish all documentation required by the contract and required 51
by law, to allow the Contracting Agency to process final acceptance of the contract. 52
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The following documents must be received by the Project Engineer prior to 1
establishing a completion date: 2
a. Certified Payrolls (per Section 1-07.9(5)). 3
b. Material Acceptance Certification Documents 4
c. Monthly Reports of Amounts Credited as DBE Participation, as required by the 5
Contract Provisions. 6
d. Final Contract Voucher Certification 7
e. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor 8
and all Subcontractors 9
f. A copy of the Notice of Termination sent to the Washington State Department of 10
Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the 11
Notice of Termination by Ecology; and no rejection of the Notice of Termination 12
by Ecology. This requirement will not apply if the Construction Stormwater 13
General Permit is transferred back to the Contracting Agency in accordance with 14
Section 8-01.3(16). 15
g. Property owner releases per Section 1-07.24 16
17
(March 13, 1995 WSDOT GSP) 18
Section 1-08.5 is supplemented with the following: 19
20
This project shall be physically completed within *** 120 *** working days. 21
22
23
24
25
1-08.9 Liquidated Damages 26
(August 14, 2013 APWA GSP) 27
28
Revise the fourth paragraph to read: 29
30
When the Contract Work has progressed to Substantial Completion as defined in the 31
Contract, the Engineer may determine that the work is Substantially Complete. The 32
Engineer will notify the Contractor in writing of the Substantial Completion Date. For 33
overruns in Contract time occurring after the date so established, the formula for liquidated 34
damages shown above will not apply. For overruns in Contract time occurring after the 35
Substantial Completion Date, liquidated damages shall be assessed on the basis of direct 36
engineering and related costs assignable to the project until the actual Physical Completion 37
Date of all the Contract Work. The Contractor shall complete the remaining Work as 38
promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a 39
written schedule for completing the physical Work on the Contract. 40
41
42
1-09 MEASUREMENT AND PAYMENT 43
44
1-09.2(5) Measurement 45
(May 2, 2017 APWA GSP) 46
47
Revise the first paragraph to read: 48
49
Scale Verification Checks – At the Engineer’s discretion, the Engineer may perform 50
verification checks on the accuracy of each batch, hopper, or platform scale used in 51
weighing contract items of Work. 52
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1
2
1-09.9 Payments 3
(March 13, 2012 APWA GSP) 4
5
Delete the first four paragraphs and replace them with the following: 6
7
The basis of payment will be the actual quantities of Work performed according to the 8
Contract and as specified for payment. 9
10
The Contractor shall submit a breakdown of the cost of lump sum bid items at the 11
Preconstruction Conference, to enable the Project Engineer to determine the Work 12
performed on a monthly basis. A breakdown is not required for lump sum items that 13
include a basis for incremental payments as part of the respective Specification. Absent 14
a lump sum breakdown, the Project Engineer will make a determination based on 15
information available. The Project Engineer’s determination of the cost of work shall be 16
final. 17
18
Progress payments for completed work and material on hand will be based upon 19
progress estimates prepared by the Engineer. A progress estimate cutoff date will be 20
established at the preconstruction conference. 21
22
The initial progress estimate will be made not later than 30 days after the Contractor 23
commences the work, and successive progress estimates will be made every month 24
thereafter until the Completion Date. Progress estimates made during progress of the 25
work are tentative, and made only for the purpose of determining progress payments. 26
The progress estimates are subject to change at any time prior to the calculation of the 27
final payment. 28
29
The value of the progress estimate will be the sum of the following: 30
1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of 31
work completed multiplied by the unit price. 32
2. Lump Sum Items in the Bid Form — based on the approved Contractor’s lump sum 33
breakdown for that item, or absent such a breakdown, based on the Engineer’s 34
determination. 35
3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site 36
or other storage area approved by the Engineer. 37
4. Change Orders — entitlement for approved extra cost or completed extra work as 38
determined by the Engineer. 39
40
Progress payments will be made in accordance with the progress estimate less: 41
1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 42
2. The amount of progress payments previously made; and 43
3. Funds withheld by the Contracting Agency for disbursement in accordance with the 44
Contract Documents. 45
46
Progress payments for work performed shall not be evidence of acceptable performance 47
or an admission by the Contracting Agency that any work has been satisfactorily 48
completed. The determination of payments under the contract will be final in accordance 49
with Section 1-05.1. 50
51
52
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1-09.11(3) Time Limitation and Jurisdiction 1
(November 30, 2018 APWA GSP) 2
3
Revise this section to read: 4
5
For the convenience of the parties to the Contract it is mutually agreed by the parties that 6
any claims or causes of action which the Contractor has against the City arising from the 7
Contract shall be brought within 180 calendar days from the date of final acceptance 8
(Section 1-05.12) of the Contract by the City; and it is further agreed that any such 9
claims or causes of action shall be brought only in the Superior Court of the county 10
where the City headquarters is located, provided that where an action is asserted against 11
a county, RCW 36.01.050 shall control venue and jurisdiction. The parties understand 12
and agree that the Contractor’s failure to bring suit within the time period provided, shall 13
be a complete bar to any such claims or causes of action. It is further mutually agreed 14
by the parties that when any claims or causes of action which the Contractor asserts 15
against the City arising from the Contract are filed with the City or initiated in court, the 16
Contractor shall permit the City to have timely access to any records deemed necessary 17
by the City to assist in evaluating the claims or action. 18
19
1-09.13(3) Claims $250,000 or Less 20
(October 1, 2005 APWA GSP) 21
22
Delete this section and replace it with the following: 23
24
The Contractor and the Contracting Agency mutually agree that those claims that total 25
$250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by 26
nonbinding ADR processes, shall be resolved through litigation unless the parties mutually 27
agree in writing to resolve the claim through binding arbitration. 28
29
30
1-10 TEMPORARY TRAFFIC CONTROL 31
(******) 32
33
Supplement this section with the following: 34
35
The provisions of the latest edition of the Manual on Uniform Traffic Control Devices 36
(MUTCD) for Streets and Highways and corresponding amendments published by the 37
U.S. Department of Transportation, Federal Highway Administration, and WSDOT by 38
this reference are made a part of these Contract Documents. 39
40
1-10.1(2) Description 41
(******) 42
43
Supplement this section with the following: 44
45
All signs, barricades, traffic control devices, and labor for traffic control required for 46
construction activities shall be supplied, placed, and maintained by the Contractor. This 47
shall apply to detours and traffic control both within and outside the limits of the project. 48
49
The Contractor shall prepare and submit a Traffic Control Plan (TCP) to the City for 50
review. The TCP shall include mention of any trenches to remain open overnight and 51
the Contractor’s plan to maintain access to public and private property throughout 52
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construction. The TCP shall minimize interruption and inconvenience to pedestrian and 1
vehicular traffic. The Contractor shall make all arrangements to implement the TCP, and 2
shall implement the TCP at the Contractor’s expense. 3
4
If the Contractor fails implement their approved TCP, the City may notify the Contractor. 5
If this notification occurs, the Contractor shall immediately remedy the non-6
conformance. If the Contractor fails to do this, the City shall be at liberty to remedy the 7
non-conformance without assuming liability and without further notice to the Contractor. 8
Liability for implementation of the TCP is the sole responsibility of the Contractor. The 9
costs associated with the City implementing the Contractor’s TCP may be deducted by 10
the City from monies due to the Contractor, or the City may request payment from the 11
Contractor. 12
13
Any traffic restriction must have prior approval of the City of Pasco Engineering 14
Division. Appropriate traffic control measures and signage are required during 15
temporary road closures. 16
17
It shall be the responsibility of the Contractor to secure the City’s approval for any desired 18
road closure and associated traffic control plan including detours. Following approval, 19
the Contractor shall notify the City of Pasco, and the Police and Fire Departments, Pasco 20
School District, Basin Disposal, and Benton Franklin Transit at least 1 business day prior 21
to closing any street. When the street is re-opened, it shall again be the responsibility of 22
the Contractor to notify the above named departments and persons. 23
24
25
1-10.2 Traffic Control Management 26
General 27
(January 3, 2017 WSDOT GSP) 28
Section 1-10.2(1) is supplemented with the following: 29
30
Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the 31
State of Washington. The Traffic Control Supervisor shall be certified by one of the following: 32
33
The Northwest Laborers-Employers Training Trust 34
27055 Ohio Ave. 35
Kingston, WA 98346 36
(360) 297-3035 37
38
Evergreen Safety Council 39
12545 135th Ave. NE. 40
Kirkland, WA 98034-8709 41
1-800-521-0778 42
43
The American Traffic Safety Services Association 44
15 Riverside Parkway, Suite 100 45
Fredericksburg, Virginia 22406-1022 46
Training Dept. Toll Free (877) 642-4637 47
Phone: (540) 368-1701 48
49
1-10.2(1)B Traffic Control Supervisor 50
(******) 51
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1
The last paragraph is revised to read: 2
3
The TCS may perform the Work described in Section 1-10.3(1)A Flaggers or in Section 4
1-10.3(1)B Other Traffic Control Labor, however, all compensation shall be included in 5
the lump sum bid price for Project Temporary Traffic Control. If TCS duties are not being 6
performed to the satisfaction of the Engineer, this provision will be revoked. 7
8
1-10.2(2) Traffic Control Plans 9
(******) 10
11
Delete the entire section and replace with the following: 12
13
The Contractor shall prepare a signing plan showing the necessary Class A and B 14
construction signing, barricades, and traffic control devices required for the project and 15
submit it to the City, no later than the preconstruction conference date. When the Class 16
B signing for a particular area will be provided as detailed on one or more of the figures 17
included in the MUTCD without modification, the Contractor may reference the 18
applicable MUTCD figure at the appropriate location on the Plan. When this procedure 19
is used, variable distances such as minimum length of taper must be specified by the 20
Contractor. 21
22
The signing plan prepared by the Contractor shall provide for adequate warning within 23
the limits of the project and on all streets, alleys, and driveways entering the project so 24
that approaching traffic may turn left or right onto existing undisturbed streets before 25
reaching the project. The Plan shall be prepared to create a minimum of inconvenience 26
for pedestrian and vehicle traffic. 27
28
All modifications to the accepted signing plans shall be reviewed by the City. 29
30
1-10.3(3)A Construction Signs 31
(******) 32
33
The first sentence of the first paragraph is revised to read: 34
35
All signs, barricades, flashers, cones, traffic safety drums, barricades, and other traffic 36
control devices required by the approved traffic control plan(s), as well as any other 37
appropriate signs prescribed by the City or County, shall be furnished and maintained 38
by the Contractor. 39
40
Open trenches shall be provided with proper barricades and at night they shall be 41
distinctly indicated by adequately spaced lights. 42
43
44
1-10.4 Measurement 45
46
1-10.4(1) Lump Sum Bid for Project (No Unit Items) 47
(August 2, 2004 WSDOT GSP) 48
Section 1-10.4(1) is supplemented with the following: 49
50
The proposal contains the item “Project Temporary Traffic Control,” lump sum. The provisions 51
of Section 1-10.4(1) shall apply. 52
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1
2
3
END DIVISION 1 4
5
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1
DIVISON 2 EARTHWORK 2
3
2-01 CLEARING AND GRUBBING 4
5
2-01.1 Description 6
(******) 7
8
Supplement this section with the following: 9
10
The Contractor shall perform the minimum amount of clearing and grubbing within the 11
construction limits that is necessary to perform the work. The limits of clearing and 12
grubbing shall be staked and flagged by the Contractor for approval by the City prior to 13
construction. 14
15
(******) 16
17
Supplement this section with the following: 18
19
All work beyond the right-of-way line shall be coordinated with affected property 20
owner(s) per Section 1-07.24 Rights of Way. 21
22
If any work is to be performed outside of the right-of-way and outside of the work areas 23
designated in the Contract, the Contractor shall receive written permission from the City 24
prior to proceeding. 25
26
For work outside of the right-of-way requiring temporary removal of obstructions, the 27
following shall apply: 28
29
Should any existing objects impede the Contractor’s work, the Contractor may request 30
permission from the City to remove them. Once permission is obtained, the Contractor 31
shall temporarily remove and later replace to its original condition or relocate nearby as 32
directed eg. mail boxes, fences, small trees, shrubs, street signs and posts, irrigation 33
facilities, or other similar obstructions which lie in or near the line of work and are not 34
intended for removal. Should any damage be incurred, the cost of replacement or 35
repair shall be borne by the Contractor. 36
37
2-01.2 Disposal of Usable Material and Debris 38
(******) 39
Section 2-01.2, second paragraph, is revised to read: 40
41
The Contractor shall dispose of all debris in accordance with Section 2-01.2(2). All usable 42
material and debris shall be the responsibility of the Contractor. 43
44
2-01.3 Construction Requirements 45
(******) 46
Section 2-01.3 is supplemented with the following: 47
48
The Contractor shall clear, grub, and clean up all areas within the roadway section and all 49
areas outside the roadway section where trenching for utilities and grading for driveways or 50
sidewalks is to be done. 51
52
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2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1
2
2-02.1 Description 3
(******) 4
Section 2-02.1 is supplemented with the following: 5
6
The work shall include the removal of all curb, gutter, sidewalk, concrete, storm drain pipe, 7
removal of asphalt paving identified for full depth replacement, storm drainage structures, 8
asphalt path, pavement, fencing, trees and shrubs, catch basins, signs, mulch, and other items 9
as required to complete the work, as well as those indicated on the construction plans. 10
11
2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters 12
(June 26, 2020 COP GSP) 13
14
Supplement this section with the following: 15
16
In those areas where asphalt pavement removal is required, the Contractor shall, prior 17
to excavation, score the edge of the asphalt concrete pavement with an approved 18
pavement cutter such as a concrete saw. During the course of the work, the Contractor 19
shall take precautions to preserve the integrity of this neat, clean pavement edge. 20
Should the pavement edge be damaged prior to asphalt concrete paving activities, the 21
Contractor shall be required to trim the edge with an approved pavement cutter as 22
directed by the City immediately prior to paving. Sidewalk removal shall be from 23
construction joint to joint. No partial sidewalk panels will be allowed. 24
25
26
2-03 ROADWAY EXCAVATION AND EMBANKMENT 27
28
2-03.1 Description 29
(******) 30
Section 2-03.1 is supplemented with the following: 31
32
The work shall include potholing existing utilities where indicated on the Construction 33
drawings and as directed by the Engineer. 34
35
2-03.3(14) Compaction and Moisture Control Tests 36
(June 26, 2020 COP GSP) 37
38
Supplement this section with the following: 39
40
Compaction of placed fill shall be 95% of maximum density as determined by ASTM D 41
1557 (Modified Proctor). The Contractor shall notify the City when ready for in-place 42
subgrade density tests. Placement of courses of aggregate shall not proceed until 43
density requirements are met. The Contractor shall be responsible for scheduling all 44
testing. All initial testing costs are the responsibility of the City. All costs associated 45
with failed tests/testing shall be the responsibility of the Contractor. 46
47
If the product fails any test, the City may require additional testing to determine the 48
extent of the failure and more frequent tests may be required on additional work. 49
Testing shall be in accordance with Section 1-06.2(1).7. 50
51
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1
2-03.4 Measurement 2
Section 2-03.4 is supplemented with the following: 3
4
“Pothole Existing Utility”, shall be measured per each at the location indicated. Adjacent 5
conduits of the same utility, at the same pothole location, will not be measured as additional 6
potholes. 7
8
2-03.5 Payment 9
Section 2-03.5 is supplemented with the following: 10
11
The unit contract price for ““Pothole Existing Utility”, per each shall be full compensation for 12
equipment, labor, materials, and other items required to locate utility, coordinate with utility 13
provider(s), pothole and expose existing utility, determine elevation of existing utility, backfill 14
pothole with crushed surfacing top course, compact, and restore surface condition. 15
16
2-07 WATERING 17
18
2-07.1 Description 19
(******) 20
21
Supplement this section with the following: 22
23
The Contractor shall be solely responsible for dust control and shall protect motoring 24
public, adjacent homes and businesses, orchards, crops, and school yards from 25
damage due to dust, by the most appropriate means necessary. The Contractor shall 26
be responsible for any claims for damages and shall protect and defend the City from any 27
and all such claims. 28
29
When directed by the City, the Contractor shall provide dust control within two hours of 30
such order and have equipment and manpower available at all times including 31
weekends and holidays to respond to orders for dust control measures. 32
33
The Contractor shall take special precautions to control dust at all times throughout the 34
entire project. This also includes watering on weekends and holidays. Watering, or 35
other approved dust control measures will be required whenever dust conditions are 36
present on the roadway, on adjacent streets when dust results from construction 37
activities, and on cut and fill slopes as determined by the City. The Contractor shall 38
obtain their own source of water at their expense unless otherwise indicated in the bid 39
documents. No separate payment will be made for dust control. 40
41
(******) 42
Add the following new section: 43
44
2-07.2 Watering for Compaction 45
46
Contractor shall provide watering as necessary to achieve optimal moisture content 47
for compaction. Cost for watering shall be incidental to the contract. The Contractor 48
shall coordinate with the water purveyor to provide a meter setup for construction 49
water, if a source is available. The maximum flow rate allowed from this meter may 50
be restricted at the purveyor’s discretion. The Contractor is responsible for protection 51
of the meter assembly from theft, vandalism, damage, and freezing. 52
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1
2-07.4 Measurement 2
(******) 3
4
Supplement this section with the following: 5
6
There will be no separate measurement for dust control (dewatering) and watering (e.g. 7
compaction) operations by the Contractor. 8
9
2-07.5 Payment 10
(******) 11
12
Supplement this section with the following: 13
14
All costs for dust control (dewatering) and watering (e.g. compaction) operations shall be 15
incidental to other Bid items. 16
17
2-11 TRIMMING AND CLEANUP 18
19
2-11.1 Description 20
(******) 21
Section 2-11.1 is supplemented with the following: 22
23
This Work shall also include the restoration of all rock mulch, curbing, landscape curbing, 24
sprinkler lines, sprinkler heads, and landscaping appurtenances not provided for in other 25
Contract Bid items. 26
27
2-11.3 Construction Requirements 28
(******) 29
Section 2-11.3 “The Contractor Shall” is supplemented with the following: 30
31
7. Restore all grass area affected by construction with sod and in accordance with the City 32
of Pasco Construction Standards. 33
8. Restore all landscaping rock (match existing), mulch, and bark with the same materials 34
as existed prior to construction. 35
9. Restore railroad tie barriers. 36
10. Restore and reset steel edging. 37
11. Restore all shoulders, with shoulder rock per the plans. Shoulder rock shall meet the 38
specifications of Crushed Surfacing Base Course 1 ¼ “. 39
12. Restore the site and off site areas damaged by the Work to their original condition or 40
better and to the satisfaction of the Engineer. 41
42
43
44
END DIVISION 2 45
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DIVISION 4 BASES 1
2
4-04 BALLAST AND CRUSHED SURFACING 3
4
4-04.3 Construction Requirements 5
6
4-04.3(5) Shaping and Compaction 7
(June 26, 2020 COP GSP) 8
9
Supplement this section with the following: 10
11
The Contractor shall notify the City when they are ready for in-place ballast, base 12
course, or top course density tests. Placement of successive courses of aggregate or 13
asphalt concrete shall not proceed until density requirements are met. All costs 14
associated with failed tests/testing shall be the responsibility of the Contractor. 15
16
17
END DIVISION 4 18
19
20
DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 21
22
23
5-04 HOT MIX ASPHALT 24
25
5-04.1 Description 26
(July 18, 2018 APWA GSP, Unless Otherwise Noted) 27
28
Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following: 29
30
5-04.1 Description 31
32
This Work shall consist of providing and placing one or more layers of plant-mixed hot 33
mix asphalt (HMA) on a prepared foundation or base in accordance with these 34
Specifications and the lines, grades, thicknesses, and typical cross-sections shown 35
in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes 36
in accordance with these Specifications. WMA processes include organic additives, 37
chemical additives, and foaming. 38
39
HMA shall be composed of asphalt binder and mineral materials as may be required, 40
mixed in the proportions specified to provide a homogeneous, stable, 41
and workable mixture. 42
43
5-04.2 Materials 44
45
Materials shall meet the requirements of the following sections: 46
Asphalt Binder 9-02.1(4) 47
Cationic Emulsified Asphalt 9-02.1(6) 48
Anti-Stripping Additive 9-02.4 49
HMA Additive 9-02.5 50
Aggregates 9-03.8 51
Recycled Asphalt Pavement 9-03.8(3)B 52
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Mineral Filler 9-03.8(5) 1
Recycled Material 9-03.21 2
Portland Cement 9-01 3
Sand 9-03.1(2) 4
(As noted in 5-04.3(5)C for crack sealing) 5
Joint Sealant 9-04.2 6
Foam Backer Rod 9-04.2(3)A 7
8
The Contract Documents may establish that the various mineral materials required for 9
the manufacture of HMA will be furnished in whole or in part by the City. If the 10
documents do not establish the furnishing of any of these mineral materials by the City, 11
the Contractor shall be required to furnish such materials in the amounts required for the 12
designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. 13
14
The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production 15
of HMA. The RAP may be from pavements removed under the Contract, if any, or 16
pavement material from an existing stockpile. 17
18
The Contractor may use up to 20 percent RAP by total weight of HMA with no additional 19
sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of 20
one sample for every 1,000 tons produced and not less than ten samples per project. 21
The asphalt content and gradation test data shall be reported to the City when submitting 22
the mix design for approval on the QPL. The Contractor shall include the RAP as part of 23
the mix design as defined in these Specifications. 24
25
The grade of asphalt binder shall be as required by the Contract. Blending of asphalt 26
binder from different sources is not permitted. 27
28
The Contractor may only use warm mix asphalt (WMA) processes in the production of 29
HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to 30
the Engineer for approval the process that is proposed and how it will be used in the 31
manufacture of HMA. 32
33
Production of aggregates shall comply with the requirements of Section 3-01. 34
35
Preparation of stockpile site, the stockpiling of aggregates, and the removal of 36
aggregates from stockpiles shall comply with the requirements of Section 3-02. 37
38
5-04.2(1) How to Get an HMA Mix Design on the QPL 39
If the Contractor wishes to submit a mix design for inclusion in the Qualified Products List 40
(QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1). 41
42
5-04.2(1)A Vacant 43
44
5-04.2(2) Mix Design – Obtaining Project Approval 45
No paving shall begin prior to the approval of the mix design by the Engineer. 46
47
Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA 48
in the contract documents. 49
50
Commercial evaluation will be used for Commercial HMA and for other classes of HMA 51
in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, 52
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gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted 1
by commercial evaluation shall be as approved by the Project Engineer. Sampling and 2
testing of HMA accepted by commercial evaluation will be at the option of the Project 3
Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will 4
be excluded from the quantities used in the determination of nonstatistical evaluation. 5
6
Nonstatistical Mix Design. Fifteen days prior to the first day of paving the Contractor 7
shall provide one of the following mix design verification certifications for City review; 8
9
The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or 10
one of the mix design verification certifications listed below. 11
The proposed HMA mix design on WSDOT Form 350-042 with the seal and 12
certification (stamp & sig-nature) of a valid licensed Washington State 13
Professional Engineer. 14
The Mix Design Report for the proposed HMA mix design developed by a 15
qualified City or County laboratory that is within one year of the approval date.** 16
17
The mix design shall be performed by a lab accredited by a national authority such as 18
Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The 19
Construction Materials Engineering Council (CMEC’s) ISO 17025 or AASHTO 20
Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO: 21
resource proficiency sample program. 22
23
Mix designs for HMA accepted by Nonstatistical evaluation shall; 24
25
Have the aggregate structure and asphalt binder content determined in 26
accordance with WSDOT Standard Operating Procedure 732 and meet the 27
requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and 28
stripping are at the discretion of the Engineer, and 9-03.8(6). 29
Have anti-strip requirements, if any, for the proposed mix design determined in 30
accordance with AASHTO T 283 or T 324, or based on historic anti-strip and 31
aggregate source compatibility from previous WSDOT lab testing. 32
33
At the discretion of the Engineer, agencies may accept verified mix designs older than 12 34
months from the original verification date with a certification from the Contractor that the 35
materials and sources are the same as those shown on the original mix design. 36
37
Commercial Evaluation Approval of a mix design for “Commercial Evaluation” will be 38
based on a review of the Contractor’s submittal of WSDOT Form 350-042 (For 39
commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the 40
current WSDOT QPL or from one of the processes allowed by this section. Testing of 41
the HMA by the City for mix design approval is not required. 42
43
For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and 44
design level of Equivalent Single Axle Loads (ESAL’s) appropriate for the required use. 45
46
5-04.2(2) Using Warm Mix Asphalt Processes 47
The Contractor may elect to use additives that reduce the optimum mixing temperature 48
or serve as a compaction aid for producing HMA. Additives include organic additives, 49
chemical additives and foaming processes. The use of Additives is subject to the 50
following: 51
52
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Do not use additives that reduce the mixing temperature more than allowed in 1
Section 5-04.3(6) in the production of mixtures. 2
Before using additives, obtain the Engineer’s approval using WSDOT Form 350-3
076 to describe the proposed additive and process. 4
5
5-04.3 Construction Requirements 6
7
5-04.3(1) Weather Limitations 8
(June 26, 2020 COP GSP) 9
10
Revise this entire section from the APWA GSP and replace it with the following: 11
12
HMA shall not be placed on any traveled way beginning October 1st through March 13
31st of the following year without written approval from the City. 14
15
Asphalt for prime coat shall not be applied when the ground temperature is lower than 16
50°F without written approval of the City. 17
18
HMA shall not be placed on any wet surface, or when the average surface temperatures 19
are less than those specified in the following table, or when weather conditions 20
otherwise prevent the proper handling or finishing of the bituminous mixtures. Any 21
exceptions to the above and following limitations will not be allowed without the written 22
approval of the City. 23
24
Wind (mph) Ambient
0F
Surface 0F
(Minimum)
Precipitation
0-5 45° 40° Not Measurable
5-10 50° 40° Not Measurable
10-15 55° 40° Not Measurable
15+ 60° 45° Not Measurable
1. If the weather criteria are met, the Contractor shall complete the entire 25
panel or lane with no transverse joints. 26
2. If meteorological conditions change after starting, construction shall be 27
monitored by the City and require their approval. 28
3. HMA shall not be placed on ground that is frozen. 29
30
The weather guide shall be the “National Weather Service” zone forecast for the Lower 31
Columbia Basin, Washington at www.wrh.noaa.gov/. The wind speed shall be the 32
current conditions at the Tri-Cities Airport, available at the website above. 33
34
5-04.3(2) Paving Under Traffic 35
When the Roadway being paved is open to traffic, the requirements of this Section 36
shall apply. 37
38
The Contractor shall keep intersections open to traffic at all times except when paving 39
the intersection or paving across the intersection. During such time, and provided that 40
there has been an advance warning to the public, the intersection may be closed for the 41
minimum time required to place and compact the mixture. In hot weather, the Engineer 42
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may require the application of water to the pavement to accelerate the finish rolling of the 1
pavement and to shorten the time required before reopening to traffic. 2
3
Before closing an intersection, advance warning signs shall be placed and signs shall 4
also be placed marking the detour or alternate route. 5
6
During paving operations, temporary pavement markings shall be maintained throughout 7
the project. Temporary pavement markings shall be installed on the Roadway prior to 8
opening to traffic. Temporary pavement markings shall be in accordance with Section 8-9
23. 10
11
All costs in connection with performing the Work in accordance with these requirements, 12
except the cost of temporary pavement markings, shall be included in the unit Contract 13
prices for the various Bid items involved in the Contract. 14
15
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5-04.3(3) Equipment 1
2
5-04.3(3)A Mixing Plant 3
Plants used for the preparation of HMA shall conform to the following requirements: 4
5
1. Equipment for Preparation of Asphalt Binder – Tanks for the storage of 6
asphalt binder shall be equipped to heat and hold the material at the required 7
temperatures. The heating shall be accomplished by steam coils, electricity, or 8
other approved means so that no flame shall be in contact with the storage tank. 9
The circulating system for the asphalt binder shall be designed to ensure proper 10
and continuous circulation during the operating period. A valve for the purpose of 11
sampling the asphalt binder shall be placed in either the storage tank or in the 12
supply line to the mixer. 13
2. Thermometric Equipment – An armored thermometer, capable of detecting 14
temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder 15
feed line at a location near the charging valve at the mixer unit. The thermometer 16
location shall be convenient and safe for access by Inspectors. The plant shall 17
also be equipped with an approved dial-scale thermometer, a mercury actuated 18
thermometer, an electric pyrometer, or another approved thermometric 19
instrument placed at the discharge chute of the drier to automatically register or 20
indicate the temperature of the heated aggregates. This device shall be in full 21
view of the plant operator. 22
3. Heating of Asphalt Binder – The temperature of the asphalt binder shall not 23
exceed the maximum recommended by the asphalt binder manufacturer nor shall 24
it be below the minimum temperature required to maintain the asphalt binder in a 25
homogeneous state. The asphalt binder shall be heated in a manner that will 26
avoid local variations in heating. The heating method shall provide a continuous 27
supply of asphalt binder to the mixer at a uniform average temperature with no 28
individual variations exceeding 25°F. Also, when a WMA additive is included in 29
the asphalt binder, the temperature of the asphalt binder shall not exceed the 30
maximum recommended by the manufacturer of the WMA additive. 31
4. Sampling and Testing of Mineral Materials – The HMA plant shall be equipped 32
with a mechanical sampler for the sampling of the mineral materials. The 33
mechanical sampler shall meet the requirements of Section 1-05.6 for the 34
crushing and screening operation. The Contractor shall provide for the setup and 35
operation of the field testing facilities of the City as provided for in Section 3-36
01.2(2). 37
5. Sampling HMA – The HMA plant shall provide for sampling HMA by one of the 38
following methods: 39
a. A mechanical sampling device attached to the HMA plant. 40
b. Platforms or devices to enable sampling from the hauling vehicle without 41
entering the hauling vehicle. 42
43
5-04.3(3)B Hauling Equipment 44
Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a 45
cover of canvas or other suitable material of sufficient size to protect the mixture from 46
adverse weather. Whenever the weather conditions during the work shift include, or are 47
forecast to include, precipitation or an air temperature less than 45°F or when time from 48
loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect 49
the HMA. 50
51
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The Contractor shall provide an environmentally benign means to prevent the HMA 1
mixture from adhering to the hauling equipment. Excess release agent shall be drained 2
prior to filling hauling equipment with HMA. Petroleum derivatives or other coating 3
material that contaminate or alter the characteristics of the HMA shall not be used. For 4
live bed trucks, the conveyer shall be in operation during the process of applying the 5
release agent. 6
7
(June 26, 2020 COP GSP) 8
Supplement this section with the following: 9
10
Sufficient numbers of trucks shall be provided by the Contractor to assure a continuous 11
paving operation at proper HMA mix temperatures. Paving operations shall not 12
proceed until hauling equipment sufficient to assure continuous operations is provided. 13
14
5-04.3(3)C Pavers 15
HMA pavers shall be self-contained, power-propelled units, provided with an internally 16
heated vibratory screed and shall be capable of spreading and finishing courses of HMA 17
plant mix material in lane widths required by the paving section shown in the Plans. 18
19
The HMA paver shall be in good condition and shall have the most current equipment 20
available from the manufacturer for the prevention of segregation of the HMA mixture 21
installed, in good condition, and in working order. The equipment certification shall list 22
the make, model, and year of the paver and any equipment that has been retrofitted. 23
24
The screed shall be operated in accordance with the manufacturer’s recommendations 25
and shall effectively produce a finished surface of the required evenness and texture 26
without tearing, shoving, segregating, or gouging the mixture. A copy of the 27
manufacturer’s recommendations shall be provided upon request by the City. 28
Extensions will be allowed provided they produce the same results, including ride, 29
density, and surface texture as obtained by the primary screed. Extensions without 30
augers and an internally heated vibratory screed shall not be used in the Traveled Way. 31
32
When specified in the Contract, reference lines for vertical control will be required. Lines 33
shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal 34
control utilizing the reference line will be permitted. The grade and slope for intermediate 35
lanes shall be controlled automatically from reference lines or by means of a mat 36
referencing device and a slope control device. When the finish of the grade prepared for 37
paving is superior to the established tolerances and when, in the opinion of the Engineer, 38
further improvement to the line, grade, cross-section, and smoothness can best be 39
achieved without the use of the reference line, a mat referencing device may be 40
substituted for the reference line. Substitution of the device will be subject to the 41
continued approval of the Engineer. A joint matcher may be used subject to the approval 42
of the Engineer. The reference line may be removed after the completion of the first 43
course of HMA when approved by the Engineer. Whenever the Engineer determines 44
that any of these methods are failing to provide the necessary vertical control, the 45
reference lines will be reinstalled by the Contractor. 46
47
The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and 48
accessories necessary for satisfactory operation of the automatic control equipment. 49
50
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If the paving machine in use is not providing the required finish, the Engineer may 1
suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled 2
on the pavement shall be thoroughly removed before paving proceeds. 3
4
5-04.3(3)D Material Transfer Device or Material Transfer Vehicle 5
A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer’s 6
approval, unless other-wise required by the contract. 7
8
Where an MTD/V is required by the contract, the Engineer may approve paving without 9
an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable 10
adjustment in cost or time is due. 11
12
When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and 13
prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a 14
uniform temperature throughout the mixture. If a windrow elevator is used, the length of 15
the windrow may be limited in urban areas or through intersections, at the discretion of 16
the Engineer. 17
18
To be approved for use, an MTV: 19
20
1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 21
2. Shall not be connected to the hauling vehicle or paver. 22
3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 23
4. Shall mix the HMA after delivery by the hauling equipment and prior to 24
placement into the paving machine. 25
5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the 26
mixture. 27
28
To be approved for use, an MTD: 29
30
1. Shall be positively connected to the paver. 31
2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 32
3. Shall mix the HMA after delivery by the hauling equipment and prior to 33
placement into the paving machine. 34
4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the 35
mixture. 36
37
5-04.3(3)E Rollers 38
Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good 39
condition and capable of reversing without backlash. Operation of the roller shall be in 40
accordance with the manufacturer’s recommendations. When ordered by the Engineer 41
for any roller planned for use on the project, the Contractor shall provide a copy of the 42
manufacturer’s recommendation for the use of that roller for compaction of HMA. The 43
number and weight of rollers shall be sufficient to compact the mixture in compliance 44
with the requirements of Section 5-04.3(10). The use of equipment that results in 45
crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, 46
uneven compaction of the surface, displacement of the mixture or other undesirable 47
results shall not be used. 48
49
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5-04.3(4) Preparation of Existing Paved Surfaces 1
When the surface of the existing pavement or old base is irregular, the Contractor shall 2
bring it to a uniform grade and cross-section as shown on the Plans or approved by the 3
Engineer. 4
5
Preleveling of uneven or broken surfaces over which HMA is to be placed may be 6
accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as 7
approved by the Engineer. 8
9
Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may 10
require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to 11
avoid bridging across preleveled areas by the compaction equipment. Equipment used 12
for the compaction of preleveling HMA shall be approved by the Engineer. 13
14
Before construction of HMA on an existing paved surface, the entire surface of the 15
pavement shall be clean. All fatty asphalt patches, grease drippings, and other 16
objectionable matter shall be entirely removed from the existing pavement. All 17
pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement 18
grindings, and other foreign matter. All holes and small depressions shall be filled with 19
an appropriate class of HMA. The surface of the patched area shall be leveled and 20
compacted thoroughly. Prior to the application of tack coat, or paving, the condition of 21
the surface shall be approved by the Engineer. 22
23
A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA 24
is to be placed or abutted; except that tack coat may be omitted from clean, newly paved 25
surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover 26
the existing pavement with a thin film of residual asphalt free of streaks and bare spots at 27
a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of 28
application shall be approved by the Engineer. A heavy application of tack coat shall be 29
applied to all joints. For Roadways open to traffic, the application of tack coat shall be 30
limited to surfaces that will be paved during the same working shift. The spreading 31
equipment shall be equipped with a thermometer to indicate the temperature of the tack 32
coat material. 33
34
Equipment shall not operate on tacked surfaces until the tack has broken and cured. If 35
the Contractor’s operation damages the tack coat it shall be repaired prior to placement 36
of the HMA. 37
38
The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h 39
emulsified asphalt may be diluted once with water at a rate not to exceed one part water 40
to one part emulsified asphalt. The tack coat shall have sufficient temperature such that 41
it may be applied uniformly at the specified rate of application and shall not exceed the 42
maximum temperature recommended by the emulsified asphalt manufacturer. 43
44
(June 26, 2020 COP GSP) 45
Supplement this section with the following: 46
47
Overlays and Utility Patches 48
49
Edges of asphalt and curb edge shall be tack coated. 50
51
Prior to paving utility trenches, the edges of the trenches shall be saw-cut parallel to the 52
center of the street leaving long straight edges. Should any undermining occur on 53
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existing adjacent pavement, the Contractor shall neatly cut the pavement 6 inches 1
beyond the undermined area. The City may waive all or a portion of the saw cutting 2
requirement if the original street cut is straight and not damaged. 3
5-04.3(4)A Crack Sealing 4
5
5-04.3(4)A1 General 6
When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width 7
and greater. 8
9
Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign 10
material when filling with crack sealant material. Use a hot compressed air lance to dry 11
and warm the pavement surfaces within the crack immediately prior to filling a crack with 12
the sealant material. Do not overheat pavement. Do not use direct flame dryers. 13
Routing cracks is not required. 14
15
Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the 16
components and pour the mixture into the cracks until full. Add additional CSS-1 cationic 17
emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will 18
completely fill the cracks. Strike off the sand slurry flush with the existing pavement 19
surface and allow the mixture to cure. Top off cracks that were not completely filled with 20
additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. 21
22
The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, 23
approximately 2 percent portland cement, water (if required), and the remainder clean 24
Class 1 or 2 fine aggregate per section 9-03.1(2). The components shall be thoroughly 25
mixed and then poured into the cracks and joints until full. The following day, any cracks 26
or joints that are not completely filled shall be topped off with additional sand slurry. 27
After the sand slurry is placed, the filler shall be struck off flush with the existing 28
pavement surface and allowed to cure. The HMA overlay shall not be placed until the 29
slurry has fully cured. The requirements of Section 1-06 will not apply to the portland 30
cement and sand used in the sand slurry. 31
32
In areas where HMA will be placed, use sand slurry to fill the cracks. 33
34
In areas where HMA will not be placed, fill the cracks as follows: 35
36
1. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant. 37
2. Cracks greater than 1 inch in width – fill with sand slurry. 38
39
Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the 40
material in accordance with these requirements and the manufacturer’s 41
recommendations. Furnish a Type 1 Working Drawing of the manufacturer’s product 42
information and recommendations to the Engineer prior to the start of work, including the 43
manufacturer’s recommended heating time and temperatures, allowable storage time 44
and temperatures after initial heating, allowable reheating criteria, and application 45
temperature range. Confine hot poured sealant material within the crack. Clean any 46
overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the 47
Contractor’s method of sealing the cracks with hot poured sealant results in an excessive 48
amount of material on the pavement surface, stop and correct the operation to eliminate 49
the excess material. 50
51
5-04.3(4)A2 Crack Sealing Areas Prior to Paving 52
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In areas where HMA will be placed, use sand slurry to fill the cracks. 1
2
5-04.3(4)A3 Crack Sealing Areas Not to be Paved 3
In areas where HMA will not be placed, fill the cracks as follows: 4
5
A. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant. 6
B. Cracks greater than 1 inch in width – fill with sand slurry. 7
8
(June 26, 2020 COP GSP) 9
Add the following new section: 10
11
5-04.3(4)B Soil Residual Herbicide 12
The Contractor shall apply one application of an approved soil residual herbicide on 13
areas where hot mix asphalt is applied. The requirements of Section 8-02.3(2)A shall 14
apply to this application. The application of herbicide shall precede paving by no more 15
than 24 hours. 16
17
5-04.3(4)C Pavement Repair 18
The Contractor shall excavate pavement repair areas and shall backfill these with HMA 19
in accordance with the details shown in the Plans and as marked in the field. The 20
Contractor shall conduct the excavation operations in a manner that will protect the 21
pavement that is to remain. Pavement not designated to be removed that is damaged as 22
a result of the Contractor’s operations shall be repaired by the Contractor to the City’s 23
satisfaction. All costs associated with that pavement repair shall be at the expense of 24
the Contractor. 25
26
The Contractor shall excavate only within one lane at a time unless approved otherwise 27
by the Engineer. The Contractor shall not excavate more area than can be completely 28
finished during the same shift, unless approved by the City 29
30
Unless otherwise shown in the Plans or determined by the City, excavate to a depth of 31
1.0 feet. The City will make the final determination of the excavation depth required. 32
The minimum width of any pavement repair area shall be 40 inches unless shown 33
otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or 34
shall be removed by a pavement grinder. Excavated materials will become the property 35
of the Contractor and shall be disposed of in a Contractor-provided site off the Right of 36
Way or used in accordance with Sections 2-02.3(3) or 9-03.21. 37
38
Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy 39
application of tack coat shall be applied to all surfaces of existing pavement in the 40
pavement repair area. 41
42
Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot 43
compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished 44
with the approval of the City. Each lift shall be thoroughly compacted by a mechanical 45
tamper or a roller. 46
47
(June 26, 2020 COP GSP) 48
Supplement this section with the following: 49
50
After the completion of trench and patch repairs, the Contractor shall seal all joints with 51
CSS-1 and dry paving sand. 52
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1
5-04.3(5) Producing/Stockpiling Aggregates and RAP 2
Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. 3
Sufficient storage space shall be provided for each size of aggregate and RAP. 4
Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation 5
when being moved to the HMA plant for processing into the final mixture. Different 6
aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 7
8
5-04.3(5)A Vacant 9
10
5-04.3(6) Mixing 11
After the required amount of mineral materials, asphalt binder, recycling agent and anti-12
stripping additives have been introduced into the mixer the HMA shall be mixed until 13
complete and uniform coating of the particles and thorough distribution of the asphalt 14
binder throughout the mineral materials is ensured. 15
16
When discharged, the temperature of the HMA shall not exceed the optimum mixing 17
temperature by more than 25°F as shown on the reference mix design report or as 18
approved by the Engineer. Also, when a WMA additive is included in the manufacture of 19
HMA, the discharge temperature of the HMA shall not exceed the maximum 20
recommended by the manufacturer of the WMA additive. A maximum water content of 2 21
percent in the mix, at discharge, will be allowed providing the water causes no problems 22
with handling, stripping, or flushing. If the water in the HMA causes any of these 23
problems, the moisture content shall be reduced as directed by the Engineer. 24
25
Storing or holding of the HMA in approved storage facilities will be permitted with 26
approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. 27
HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be 28
disposed of by the Contractor at no expense to the City. The storage facility shall have 29
an accessible device located at the top of the cone or about the third point. The device 30
shall indicate the amount of material in storage. No HMA shall be accepted from the 31
storage facility when the HMA in storage is below the top of the cone of the storage 32
facility, except as the storage facility is being emptied at the end of the working shift. 33
34
Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior 35
to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there 36
is evidence of the recycled asphalt pavement not breaking down during the heating and 37
mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until 38
changes have been approved by the Engineer. After the required amount of mineral 39
materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into 40
the mixer the HMA shall be mixed until complete and uniform coating of the particles and 41
thorough distribution of the asphalt binder throughout the mineral materials, and RAP is 42
ensured. 43
44
5-04.3(7) Spreading and Finishing 45
The mixture shall be laid upon an approved surface, spread, and struck off to the grade 46
and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used 47
to distribute the mixture. Unless otherwise directed by the Engineer, the nominal 48
compacted depth of any layer of any course shall not exceed 0.30 feet. 49
50
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On areas where irregularities or unavoidable obstacles make the use of mechanical 1
spreading and finishing equipment impractical, the paving may be done with other 2
equipment or by hand. 3
4
When more than one JMF is being utilized to produce HMA, the material produced for 5
each JMF shall be placed by separate spreading and compacting equipment. The 6
intermingling of HMA produced from more than one JMF is prohibited. Each strip of 7
HMA placed during a work shift shall conform to a single JMF established for the class of 8
HMA specified unless there is a need to make an adjustment in the JMF. 9
10
5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA 11
For HMA accepted by nonstatistical evaluation the aggregate properties of sand 12
equivalent, uncompacted void content and fracture will be evaluated in accordance with 13
Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial 14
evaluation will be at the option of the Engineer. 15
16
5-04.3(9) HMA Mixture Acceptance 17
Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. 18
19
Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial 20
Evaluation is specified. 21
22
Commercial evaluation will be used for Commercial HMA and for other classes of HMA 23
in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, 24
gores, prelevel, temporary pavement, and pavement repair. Other nonstructural 25
applications of HMA accepted by commercial evaluation shall be as approved by the 26
Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at 27
the option of the Engineer. 28
29
The mix design will be the initial JMF for the class of HMA. The Contractor may request 30
a change in the JMF. Any adjustments to the JMF will require the approval of the 31
Engineer and may be made in accordance with this section. 32
33
HMA Tolerances and Adjustments 34
1. Job Mix Formula Tolerances – The constituents of the mixture at the time of 35
acceptance shall be within tolerance. The tolerance limits will be established as 36
follows: 37
For Asphalt Binder and Air Voids (Va), the acceptance limits are determined 38
by adding the tolerances below to the approved JMF values. These values 39
will also be the Upper Specification Limit (USL) and Lower Specification Limit 40
(LSL) required in Section 1-06.2(2)D2 41
Property Non-Statistical Evaluation Commercial Evaluation
Asphalt Binder +/- 0.5% +/- 0.7%
Air Voids, Va 2.5% min. and 5.5% max N/A
42
43
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For Aggregates in the mixture: 1
a. First, determine preliminary upper and lower acceptance limits by applying the 2
following tolerances to the approved JMF. 3
Aggregate Percent
Passing
Non-Statistical
Evaluation
Commercial
Evaluation
1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8%
No. 4 sieve +/-6% +/- 8%
No. 8 Sieve +/- 6% +/-8%
No. 200 sieve +/- 2.0% +/- 3.0%
b. Second, adjust the preliminary upper and lower acceptance limits determined 4
from step (a) the minimum amount necessary so that none of the aggregate 5
properties are outside the control points in Section 9-03.8(6). The resulting 6
values will be the upper and lower acceptance limits for aggregates, as well as 7
the USL and LSL required in Section 1-06.2(2)D2. 8
2. Job Mix Formula Adjustments – An adjustment to the aggregate gradation or 9
asphalt binder content of the JMF requires approval of the Engineer. 10
Adjustments to the JMF will only be considered if the change produces material 11
of equal or better quality and may require the development of a new mix design if 12
the adjustment exceeds the amounts listed below. 13
a. Aggregates –2 percent for the aggregate passing the 1½″, 1″, ¾″, ½″, ⅜″, and 14
the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 15
percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall 16
be within the range of the control points in Section 9-03.8(6). 17
b. Asphalt Binder Content – The Engineer may order or approve changes to 18
asphalt binder content. The maximum adjustment from the approved mix 19
design for the asphalt binder content shall be 0.3 percent 20
21
5-04.3(9)A Vacant 22
23
5-04.3(9)B Vacant 24
25
5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation 26
HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the City 27
by dividing the HMA tonnage into lots. 28
29
5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots 30
A lot is represented by randomly selected samples of the same mix design that will be 31
tested for acceptance. A lot is defined as the total quantity of material or work produced 32
for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be 33
equal to one day’s production or 800 tons, whichever is less except that the final sublot 34
will be a minimum of 400 tons and may be increased to 1200 tons. 35
36
All of the test results obtained from the acceptance samples from a given lot shall be 37
evaluated collectively. If the Contractor requests a change to the JMF that is approved, 38
the material produced after the change will be evaluated on the basis of the new JMF for 39
the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot 40
in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request 41
after the Engineer is satisfied that material conforming to the Specifications can be 42
produced. 43
44
Sampling and testing for evaluation shall be performed on the frequency of one sample 45
per sublot. 46
47
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5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling 1
Samples for acceptance testing shall be obtained by the Contractor when ordered by the 2
Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer 3
and in accordance with AASH-TO T 168. A minimum of three samples should be taken 4
for each class of HMA placed on a project. 5
6
5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing 7
Testing of HMA for compliance of Va will at the option of the City. If tested, compliance 8
of Va will use WSDOT SOP 731. 9
10
Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 11
308. 12
13
Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. 14
15
5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors 16
For each lot of material falling outside the tolerance limits in 5-04.3(9), the City will 17
determine a Composite Pay Factor (CPF) using the following price adjustment factors: 18
19
Table of Price Adjustment Factors
Constituent Factor
“f”
All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ and
No.4 sieves
2
All aggregate passing No. 8 sieve 15
All aggregate passing No. 200 sieve 20
Asphalt binder 40
Air Voids (Va) (where applicable) 20
20
Each lot of HMA produced under Nonstatistical Evaluation and having all constituents 21
falling within the tolerance limits of the job mix formula shall be accepted at the unit 22
Contract price with no further evaluation. When one or more constituents fall outside the 23
nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment 24
Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the 25
appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the 26
CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup 27
samples of the existing sublots or samples from the Roadway shall be tested to provide 28
a minimum of three sets of results for evaluation. 29
30
5-04.3(9)C5 Vacant 31
32
5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments 33
For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated 34
CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The 35
NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The 36
total job mix compliance price adjustment will be calculated as the product of the NCMF, 37
the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. 38
39
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If a constituent is not measured in accordance with these Specifications, its individual 1
pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 2
3
5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests 4
The Contractor may request a sublot be retested. To request a retest, the Contractor 5
shall submit a written request within 7 calendar days after the specific test results have 6
been received. A split of the original acceptance sample will be retested. The split of the 7
sample will not be tested with the same tester that ran the original acceptance test. The 8
sample will be tested for a complete gradation analysis, asphalt binder content, and, at 9
the option of the agency, Va. The results of the retest will be used for the acceptance of 10
the HMA in place of the original sublot sample test results. The cost of testing will be 11
deducted from any monies due or that may come due the Contractor under the Contract 12
at the rate of $500 per sample. 13
14
5-04.3(9)D Mixture Acceptance – Commercial Evaluation 15
If sampled and tested, HMA produced under Commercial Evaluation and having all 16
constituents falling within the tolerance limits of the job mix formula shall be accepted at 17
the unit Contract price with no further evaluation. When one or more constituents fall 18
outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the 19
lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate 20
CPF. The commercial tolerance limits will be used in the calculation of the CPF and the 21
maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the 22
existing sublots or samples from the street shall be tested to provide a minimum of three 23
sets of results for evaluation. 24
25
For each lot of HMA mix produced and tested under Commercial Evaluation when the 26
calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be 27
determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 28
60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product 29
of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of 30
mix. 31
32
If a constituent is not measured in accordance with these Specifications, its individual 33
pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 34
35
5-04.3(10) HMA Compaction Acceptance 36
HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including 37
lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a 38
specified compacted course thickness greater than 0.10-foot, shall be compacted to a 39
specified level of relative density. The specified level of relative density shall be a 40
Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with 41
Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). 42
The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The 43
specified level of density attained will be determined by the evaluation of the density of 44
the pavement. The density of the pavement shall be determined in accordance with 45
WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of 46
the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using 47
cores to determine density. 48
49
Tests for the determination of the pavement density will be taken in accordance with the 50
required procedures for measurement by a nuclear density gauge or roadway cores after 51
completion of the finish rolling. 52
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1
(June 26, 2020 COP GSP) 2
Supplement this section with the following: 3
4
The test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the 5
day the mix is placed and prior to opening to traffic. 6
7
Two (2) density tests shall be taken within the first one hundred (100) tons of asphalt 8
delivered to the site each day and one (1) every 100 tons thereafter for the remainder of 9
the day. If the asphalt fails any test, the City will require additional testing to determine 10
the extent of the failure and more frequent tests may be required on additional asphalt. 11
Testing and samples shall be in accordance with Section 1-06.2(1). 12
13
In addition to randomly selected density test locations, the City may also isolate any 14
area that is suspected of being defective in relative density, and may require additional 15
testing at the Contractor’s expense. 16
17
HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling 18
wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved 19
by the City. 20
21
(June 26, 2020 COP GSP) 22
Revise this section from the APWA GSP and replace it with the following: 23
24
Test Results 25
HMA testing shall be pre-arranged and oil content results reported within two (2) hours 26
of sampling. Initial reports may be by phone, subsequent written documents shall be 27
submitted to the City prior to the next day’s paving shift. 28
29
5-04.3(10)A HMA Compaction – General Compaction Requirements 30
Compaction shall take place when the mixture is in the proper condition so that no undue 31
displacement, cracking, or shoving occurs. Areas inaccessible to large compaction 32
equipment shall be compacted by other mechanical means. Any HMA that becomes 33
loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way 34
defective, shall be removed and replaced with new hot mix that shall be immediately 35
compacted to conform to the surrounding area. 36
37
The type of rollers to be used and their relative position in the compaction sequence 38
shall generally be the Contractor’s option, provided the specified densities are attained. 39
Unless the Engineer has approved otherwise, rollers shall only be operated in the static 40
mode when the internal temperature of the mix is less than 175°F. Regardless of mix 41
temperature, a roller shall not be operated in a mode that results in checking or cracking 42
of the mat. Rollers shall only be operated in static mode on bridge decks. 43
44
5-04.3(10)B HMA Compaction – Cyclic Density 45
(******) 46
47
Low cyclic density areas are defined as spots or streaks in the pavement that are less 48
than 90 percent of the theoretical maximum density. The City may evaluate the HMA 49
pavement for low cyclic density at their discretion, and when doing so will follow WSDOT 50
SOP 733. Should the City accept a section of pavement with low cyclic density areas, a 51
Cyclic Density Price Adjustment may be assessed at the discretion of the City. 52
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1
5-04.3(10)C Vacant 2
3
5-04.3(10)D HMA Nonstatistical Compaction 4
5
5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots 6
HMA compaction which is accepted by nonstatistical evaluation will be based on 7
acceptance testing performed by the City dividing the project into compaction lots. 8
9
A lot is represented by randomly selected samples of the same mix design that will be 10
tested for acceptance. A lot is defined as the total quantity of material or work produced 11
for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be 12
equal to one day’s production or 400 tons, whichever is less except that the final sublot 13
will be a minimum of 200 tons and may be increased to 800 tons. Testing for 14
compaction will be at the rate of 5 tests per sublot per WSDOT T 738. 15
16
The sublot locations within each density lot will be determined by the Engineer. For a lot 17
in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request 18
after the Engineer is satisfied that material conforming to the Specifications can be 19
produced. 20
21
HMA mixture accepted by commercial evaluation and HMA constructed under conditions 22
other than those listed above shall be compacted on the basis of a test point evaluation 23
of the compaction train. The test point evaluation shall be performed in accordance with 24
instructions from the Engineer. The number of passes with an approved compaction 25
train, required to attain the maximum test point density, shall be used on all subsequent 26
paving. 27
28
HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel 29
ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the 30
Engineer. 31
32
5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing 33
The location of the HMA compaction acceptance tests will be randomly selected by the 34
Engineer from within each sublot, with one test per sublot. 35
36
5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments 37
For each compaction lot with one or two sublots, having all sublots attain a relative 38
density that is 92 percent of the reference maximum density the HMA shall be accepted 39
at the unit Contract price with no further evaluation. When a sublot does not attain a 40
relative density that is 92 percent of the reference maximum density, the lot shall be 41
evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The 42
maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will 43
be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF 44
lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by 45
either a nuclear moisture-density gauge or cores will be completed as required to provide 46
a minimum of three tests for evaluation. 47
48
For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) 49
will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 50
multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the 51
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product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit 1
Contract price per ton of mix. 2
3
5-04.3(11) Reject Work 4
5
5-04.3(11)A Reject Work General 6
Work that is defective or does not conform to Contract requirements shall be rejected. 7
The Contractor may propose, in writing, alternatives to removal and replacement of 8
rejected material. Acceptability of such alternative proposals will be determined at the 9
sole discretion of the Engineer. HMA that has been rejected is subject to the 10
requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit 11
a corrective action proposal to the Engineer for approval. 12
13
5-04.3(11)B Rejection by Contractor 14
The Contractor may, prior to sampling, elect to remove any defective material and 15
replace it with new material. Any such new material will be sampled, tested, and 16
evaluated for acceptance. 17
18
5-04.3(11)C Rejection Without Testing (Mixture or Compaction) 19
The Engineer may, without sampling, reject any batch, load, or section of Roadway that 20
appears defective. Material rejected before placement shall not be incorporated into the 21
pavement. Any rejected section of Roadway shall be removed. 22
23
No payment will be made for the rejected materials or the removal of the materials 24
unless the Contractor requests that the rejected material be tested. If the Contractor 25
elects to have the rejected material tested, a minimum of three representative samples 26
will be obtained and tested. Acceptance of rejected material will be based on 27
conformance with the nonstatistical acceptance Specification. If the CPF for the rejected 28
material is less than 0.75, no payment will be made for the rejected material; in addition, 29
the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater 30
than or equal to 0.75, the cost of sampling and testing will be borne by the City. If the 31
material is rejected before placement and the CPF is greater than or equal to 0.75, 32
compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after 33
placement and the CPF is greater than or equal to 0.75, compensation for the rejected 34
material will be at the calculated CPF with an addition of 25 percent of the unit Contract 35
price added for the cost of removal and disposal. 36
37
5-04.3(11)D Rejection - A Partial Sublot 38
In addition to the random acceptance sampling and testing, the Engineer may also 39
isolate from a normal sublot any material that is suspected of being defective in relative 40
density, gradation or asphalt binder content. Such isolated material will not include an 41
original sample location. A minimum of three random samples of the suspect material 42
will be obtained and tested. The material will then be statistically evaluated as an 43
independent lot in accordance with Section 1-06.2(2). 44
45
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5-04.3(11)E Rejection - An Entire Sublot 1
An entire sublot that is suspected of being defective may be rejected. When a sublot is 2
rejected a minimum of two additional random samples from this sublot will be obtained. 3
These additional samples and the original sublot will be evaluated as an independent lot 4
in accordance with Section 1-06.2(2). 5
6
5-04.3(11)F Rejection - A Lot in Progress 7
The Contractor shall shut down operations and shall not resume HMA placement until 8
such time as the Engineer is satisfied that material conforming to the Specifications can 9
be produced: 10
11
1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and 12
the Contractor is taking no corrective action, or 13
2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 14
0.95 and the Contractor is taking no corrective action, or 15
3. When either the PFi for any constituent or the CPF of a lot in progress is less 16
than 0.75. 17
18
5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) 19
20
An entire lot with a CPF of less than 0.75 will be rejected. 21
22
5-04.3(12) Joints 23
24
5-04.3(12)A HMA Joints 25
26
5-04.3(12)A1 Transverse Joints 27
The Contractor shall conduct operations such that the placing of the top or wearing 28
course is a continuous operation or as close to continuous as possible. Unscheduled 29
transverse joints will be allowed and the roller may pass over the unprotected end of the 30
freshly laid mixture only when the placement of the course must be discontinued for such 31
a length of time that the mixture will cool below compaction temperature. When the 32
Work is resumed, the previously compacted mixture shall be cut back to produce a 33
slightly beveled edge for the full thickness of the course. 34
35
A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a 36
transverse joint as a result of paving or planing is open to traffic. The HMA in the 37
temporary wedge shall be separated from the permanent HMA by strips of heavy 38
wrapping paper or other methods approved by the Engineer. The wrapping paper shall 39
be removed and the joint trimmed to a slightly beveled edge for the full thickness of the 40
course prior to resumption of paving. 41
42
The material that is cut away shall be wasted and new mix shall be laid against the cut. 43
Rollers or tamping irons shall be used to seal the joint. 44
45
46
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5-04.3(12)A2 Longitudinal Joints 1
The longitudinal joint in any one course shall be offset from the course immediately 2
below by not more than 6 inches nor less than 2 inches. All longitudinal joints 3
constructed in the wearing course shall be located at a lane line or an edge line of the 4
Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in 5
the wearing surface of new HMA unless otherwise approved by the Engineer. The 6
notched wedge joint shall have a vertical edge of not less than the maximum aggregate 7
size or more than ½ of the compacted lift thickness and then taper down on a slope not 8
steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be 9
uniformly compacted. 10
11
(June 26, 2020 COP GSP) 12
Supplement this section with the following: 13
14
All joints shall be hand raked prior to rolling. The final joint shall be straight, level with the 15
abutting edge, free of coarse material at the surface, and neat in appearance. The 16
Contractor shall use panel widths that minimize longitudinal pavement joints. 17
18
5-04.3(12)B2 Paved Panel Joint Seal 19
Construct the paved panel joint seal in accordance with the requirements specified in 20
section 5-04.3(12)B1 and the following requirement: 21
22
1. Clean and seal the existing joint between concrete panels in accordance with 23
Section 5-01.3(8) and the details shown in the Standard Plans. 24
25
5-04.3(13) Surface Smoothness 26
The completed surface of all courses shall be of uniform texture, smooth, uniform as to 27
crown and grade, and free from defects of all kinds. The completed surface of the 28
wearing course shall not vary more than ⅛ inch from the lower edge of a 10-foot 29
straightedge placed on the surface parallel to the centerline. The transverse slope of the 30
completed surface of the wearing course shall vary not more than ¼ inch in 10 feet from 31
the rate of transverse slope shown in the Plans. 32
33
When deviations in excess of the above tolerances are found that result from a high 34
place in the HMA, the pavement surface shall be corrected by one of the 35
following methods: 36
37
1. Removal of material from high places by grinding with an approved grinding 38
machine, or 39
2. Removal and replacement of the wearing course of HMA, or 40
3. By other method approved by the Engineer. 41
42
Correction of defects shall be carried out until there are no deviations anywhere greater 43
than the allowable tolerances. 44
45
Deviations in excess of the above tolerances that result from a low place in the HMA and 46
deviations resulting from a high place where corrective action, in the opinion of the 47
Engineer, will not produce satisfactory results will be accepted with a price adjustment. 48
The Engineer shall deduct from monies due or that may become due to the Contractor 49
the sum of $500.00 for each and every section of single traffic lane 100 feet in length in 50
which any excessive deviations described above are found. 51
52
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When utility appurtenances such as manhole covers and valve boxes are located in the 1
traveled way, the utility appurtenances shall be adjusted to the finished grade prior to 2
paving. This requirement may be waived when requested by the Contractor, at the 3
discretion of the Engineer or when the adjustment details provided in the project plan or 4
specifications call for utility appurtenance adjustments after the completion of paving. 5
6
Utility appurtenance adjustment discussions will be included in the Pre-Paving planning 7
(5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior 8
to the start of paving. 9
10
5-04.3(14)B Paving and Planing Under Traffic 11
12
5-04.3(14)B1 General 13
In addition the requirements of Section 1-07.23 and the traffic controls required in 14
Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the 15
Contractor must comply with the following: 16
17
1. Intersections: 18
a. Keep intersections open to traffic at all times, except when paving or planing 19
operations through an intersection requires closure. Such closure must be kept 20
to the minimum time required to place and compact the HMA mixture, or plane 21
as appropriate. For paving, schedule such closure to individual lanes or portions 22
thereof that allows the traffic volumes and schedule of traffic volumes required in 23
the approved traffic control plan. Schedule work so that adjacent intersections 24
are not impacted at the same time and comply with the traffic control restrictions 25
required by the Traffic Engineer. Each individual intersection closure or partial 26
closure, must be addressed in the traffic control plan, which must be submitted 27
to and accepted by the Engineer, see Section 1-10.2(2). 28
b. When planing or paving and related construction must occur in an 29
intersection, consider scheduling and sequencing such work into quarters of the 30
intersection, or half or more of an intersection with side street detours. Be 31
prepared to sequence the work to individual lanes or portions thereof. 32
c. Should closure of the intersection in its entirety be necessary, and no trolley 33
service is impacted, keep such closure to the minimum time required to place 34
and compact the HMA mixture, plane, remove asphalt, tack coat, and as 35
needed. 36
d. Any work in an intersection requires advance warning in both signage and a 37
number of Working Days advance notice as determined by the Engineer, to alert 38
traffic and emergency services of the intersection closure or partial closure. 39
e. Allow new compacted HMA asphalt to cool to ambient temperature before 40
any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until 41
approval has been obtained from the Engineer. 42
2. Temporary centerline marking, post-paving temporary marking, temporary stop 43
bars, and maintaining temporary pavement marking must comply with Section 44
8-23. 45
3. Permanent pavement marking must comply with Section 8-22. 46
47
48
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5-04.3(14)B2 Submittals –HMA Paving Plan 1
The Contractor must submit a separate paving plan to the Engineer at least 5 Working 2
Days in advance of each operation’s activity start date. This plan must show how the 3
moving operation and traffic control are coordinated, as they will be discussed at the pre-4
paving briefing. When requested by the Engineer, the Contractor must provide each 5
operation’s traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale 6
showing both the area of operation and sufficient detail of traffic beyond the area of 7
operation where detour traffic may be required. The scale on the Shop Drawings is 1 8
inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. 9
10
The paving operation include, but are not limited to, metal detection, removal of asphalt 11
and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving 12
trains, rolling, scheduling, and as may be discussed at the briefing. 13
14
When intersections will be partially or totally blocked, provide adequately sized and 15
noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in 16
advance. The traffic control plan must show where police officers will be stationed when 17
signalization is or may be, countermanded, and show areas where flaggers are 18
proposed. 19
20
At a minimum, the paving plan must include: 21
22
1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each 23
day’s traffic control as it relates to the specific requirements of that day’s paving. 24
Briefly describe the sequencing of traffic control consistent with the proposed 25
paving sequence, and scheduling of placement of temporary pavement markings 26
and channelizing devices after each day’s paving. 27
2. A copy of each intersection’s traffic control plan. 28
3. Haul routes from Supplier facilities, and locations of temporary parking and 29
staging areas, including return routes. Describe the complete round trip as it 30
relates to the sequencing of paving operations. 31
4. Names and locations of HMA Supplier facilities to be used. 32
5. List of all equipment to be used for paving. 33
6. List of personnel and associated job classification assigned to each piece of 34
paving equipment. 35
7. Description (geometric or narrative) of the scheduled sequence of paving, and 36
intended area of paving for each day’s work, must include the directions of 37
proposed paving, sequence of adjacent lane paving, sequence of skipped lane 38
paving, intersection planing and paving scheduling and sequencing, and 39
proposed notifications and coordinations to be timely made. The plan must show 40
HMA joints relative to the final pavement marking lane lines. 41
8. Names, job titles, and contact information for field, office, and plant supervisory 42
personnel. 43
9. A copy of the approved Mix Designs. 44
10. Tonnage of HMA to be placed each day. 45
11. Approximate times and days for starting and ending daily operations. 46
47
5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing 48
At least 2 Working Days before the first paving operation and the first planing operation, 49
or as scheduled by the Engineer for future paving and planing operations to ensure the 50
Contractor has adequately prepared for notifying and coordinating as required in the 51
Contract, the Contractor must be prepared to discuss that day’s operations as they relate 52
CITY OF PASCO PROJECT NUMBER 12002
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to other entities and to public safety and convenience, including driveway and business 1
access, garbage truck operations, Metro transit operations and working around 2
energized overhead wires, school and nursing home and hospital and other accesses, 3
other Contractors who may be operating in the area, pedestrian and bicycle traffic, and 4
emergency services. The Contractor, and Subcontractors that may be part of that day’s 5
operations, must meet with the Engineer and discuss the proposed operation as it 6
relates to the submitted planing plan and paving plan, approved traffic control plan, and 7
public convenience and safety. Such discussion includes, but is not limited to: 8
9
1. General for Paving Plan: 10
a. The actual times of starting and ending daily operations. 11
b. In intersections, how to break up the intersection, and address traffic 12
control and signalization for that operation, including use of peace officers. 13
c. The sequencing and scheduling of paving operations, as applicable, as it 14
relates to traffic control, to public convenience and safety, and to other 15
con-tractors who may operate in the Project Site. 16
d. Notifications required of Contractor activities, and coordinating with other 17
entities and the public as necessary. 18
e. Description of the sequencing of installation and types of temporary 19
pavement markings as it relates to planning and to paving. 20
f. Description of the sequencing of installation of, and the removal of, 21
temporary pavement patch material around exposed castings and as may 22
be needed 23
g. Description of procedures and equipment to identify hidden metal in the 24
pavement, such as survey monumentation, monitoring wells, street car 25
rail, and castings, before planning, see Section 5-04.3(14)B2. 26
h. Description of how flaggers will be coordinated with the paving, and 27
related operations. 28
i. Description of sequencing of traffic controls for the process of rigid 29
pavement base repairs. 30
j. Other items the Engineer deems necessary to address. 31
2. Paving – additional topics: 32
a. When to start applying tack and coordinating with paving. 33
b. Types of equipment and numbers of each type equipment to be used. If 34
more pieces of equipment than personnel are proposed, describe the 35
sequencing of the personnel operating the types of equipment. Discuss 36
the continuance of operator personnel for each type equipment as it 37
relates to meeting Specification requirements. 38
c. Number of JMFs to be placed, and if more than one JMF how the 39
Contractor will ensure different JMFs are distinguished, how pavers and 40
MTVs are distinguished if more than one JMF is being placed at the time, 41
and how pavers and MTVs are cleaned so that one JMF does not 42
adversely influence the other JMF. 43
d. Description of contingency plans for that day’s operations such as 44
equipment breakdown, rain out, and Supplier shutdown of operations. 45
e. Number of sublots to be placed, sequencing of density testing, and other 46
sampling and testing. 47
48
5-04.3(15) Sealing Pavement Surfaces 49
Apply a fog seal to any areas where HMA pavement has been ground to correct the 50
surface elevation/finish. Construct the fog seal in accordance with Section 5-02.3. 51
Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 52
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1
5-04.3(16) HMA Road Approaches 2
HMA approaches shall be constructed at the locations shown in the Plans or where 3
staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 4
5
6
5-04.4 Measurement 7
(******) 8
The third paragraph of section 5-04.4 is replaced with the following: 9
10
No specific unit of measure will apply to “Pavement Repair Excavation Incl. Haul”, and shall 11
be considered incidental to “HMA Pavement Repair Cl. ½ In. PG 64-28 (4 inches)”. 12
13
14
Section 5-04.4 is supplemented with the following: 15
(******) 16
Longitudinal joint seals between existing HMA pavement and new HMA pavement shall be 17
measured as “HMA Longitudinal Joint Seal” per linear foot along the line and slope of the 18
completed joint seal. 19
20
HMA Cl. ___ PG ___, HMA for ___ Cl. ___ PG ___, and Commercial HMA will be measured 21
by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of 22
asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to 23
remove and replace mix as allowed by Section 5-04.3(11), the material removed will not be 24
measured. 25
26
“HMA Cl. 1/2 in. PG 64-28 (Trail)” shall be measured by the ton. 27
28
“HMA Pavement Repair Cl. ½ In. PG 64-28 (4 inches)” shall be measured per ton for pavement 29
trench repair as indicated on the Contract Drawings. Crushed rock used in the pavement 30
repair shall be paid as Crushed Surfacing. Crushed surfacing under the pavement repair shall 31
be 2-inches of Crushed Surfacing Top Course and 8-inches Crushed surfacing base course, 32
compacted thickness. 33
34
Soil residual herbicide will be not be measured, it will be considered incidental to other 35
payment items and separate payment will not be made. 36
37
There will be no separate measurement for dust control (dewatering) and watering (e.g. 38
compaction) operations by the Contractor. 39
40
41
5-04.5 Payment 42
(******) 43
Section 5-04.5 is supplemented with the following: 44
45
The unit contract price “HMA Longitudinal Joint Seal”, per linear foot shall be full payment for 46
all costs incurred to perform the work described in Section 5-04.4 47
48
“HMA Cl. ___ PG ___”, per ton. 49
50
51
“HMA Cl. 1/2 in. PG 64-28 (Trail)”, per Ton. 52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
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1
The unit contract price for ”HMA Cl. 1/2 In. PG 64-28 (Trail)” and shall be full compensation 2
for equipment, labor, materials, and other items required to furnish, supply, place, compact, 3
and complete HMA Pavement for the multi-use asphalt path per the Contract Plans and these 4
Special Provisions. “HMA Cl. 1/2 In. PG 64-28 (Trail)”’ shall include all HMA surfacing used in 5
the restoration of trenches for water and storm drain mainlines and crossings that cross the 6
multi-use path. 7
8
9
“HMA Pavement Repair Cl. 1/2 in. PG 64-28 (4 inches)”, per ton. 10
11
The unit contract price for “HMA Pavement Repair Cl. 1/2 in. PG 64-28 (4 inches)”, and shall 12
be full compensation for equipment, labor, materials, and other items required furnish, supply, 13
place, compact, and complete HMA Pavement Repair per the Contract Plans and these 14
Special Provisions. HMA Pavement Repair Cl. 1/2 in. PG 64-28 (4 inches)”, shall include all 15
HMA surfacing used in the restoration of trenches for water, street light conduits, irrigation 16
sleeves and mainlines, storm drain crossings, and signal conduits. Pay width limits for “HMA 17
Pavement Repair Cl. 1/2 in. PG 64-28 (4 inches)”, for single utility crossings shall be four (4) 18
feet, unless noted otherwise herein (trench width assumed to be 3 feet). Irrigation 19
sleeves/irrigation main lines and street light conduits shall be combined in the same crossing 20
asphalt patch; HMA pay width limits for joint street lights/irrigation conduits shall be five (5) 21
feet (trench assumed to be 4 feet). Pay width for signal conduit shall be 2.5 feet (trench 22
assumed to be 1.5 foot). 23
24
If the Proposal does not include a Bid item for “Preparation of Untreated Roadway”, the 25
Roadway shall be prepared with herbicide as specified, but the Work shall be included in the 26
Contract prices of the other items of Work. 27
28
29
END DIVISION 5 30
31
32
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1
DIVISION 6 STRUCTURES 2
3
6-02 Concrete Structures 4
(******) 5
6-02.1 Description 6
Section 6-02.1 Description is supplemented with the following: 7
8
This work shall also include installing a concrete cap as required if minimum cover cannot be 9
maintained over existing electrical utilities. 10
11
This work shall also include construction of concrete traffic islands, concrete paths within 12
concrete traffic islands, bus shelter pads, and other concrete structures indicated. Work shall 13
include installation of welded wire mesh within bus shelter pad. 14
15
6-02.3 Construction Requirements 16
6-02.3(14) Finishing Concrete Surfaces 17
(June 26, 2020 COP GSP) 18
19
Supplement this section with the following: 20
21
The completed surface shall be of uniform texture, smooth, uniform as to grade, and 22
free from defects of all kinds. The completed surface shall not vary more than 1/8-inch 23
from the lower edge of a 10-foot straightedge placed on the surface parallel to the 24
centerline. 25
26
The finish shall be a light broom finish, or as noted in the Plans, or as approved by the 27
City. A non-uniform finish, an overworked finish, a finish where a cement layer has 28
formed, discolored, is spalling, or a finish damaged by the weather, will not be 29
accepted, and shall be replaced at the Contractor’s expense. 30
31
32
Section 6-02.3(27) Concrete Cap is added: 33
34
After potholing and determination of depth of existing electrical conduits, if minimum 4 feet to 35
finish grade can’t be maintained, then Contractor shall construct 4-inch thick, 6 feet wide, and 36
10 feet long concrete cap over the electrical conduits on each side of retaining wall. Concrete 37
cap shall be constructed 12-inches below the finish grade and planting soil shall be placed 38
over the cap. Final configuration of the cap shall be coordinated with Franklin PUD and 39
Engineer. 40
41
Concrete cap shall be constructed of commercial concrete. 42
43
Section 6-02.3(28) Welded Wire Mesh is added: 44
45
Welded wire mesh shall be one layer in the bus shelter pads, centered vertically in the pads, 46
and shall extend to within 3-inches of edge of concrete pads. 47
48
49
50
51
CITY OF PASCO PROJECT NUMBER 12002
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6-02.4 Measurement 1
2
Section 6-02.4 Measurement is supplemented with the following: 3
4
“Concrete Cap Over Existing Electrical” shall be measured per cubic yard. 5
6
“Welded Wire Mesh” shall be measured per lump sum. 7
8
6-02.5 Payment 9
10
Section 6-02.5 Payment is supplemented with the following: 11
12
The unit concrete price for “Concrete Cap Over Existing Electrical”, per cubic yard shall be full 13
compensation for all labor, equipment, and materials required to furnish, place, and finish 14
concrete cap over the electrical conduits. 15
16
The unit concrete price for “Welded Wire Mesh”, per lump sum shall be full compensation for 17
all labor, equipment, and materials required to furnish, place, and install welded wire fabric 18
within concrete bus shelter pads. 19
20
21
22
23
END DIVISION 6 24
25
26
CITY OF PASCO PROJECT NUMBER 12002
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1
DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, 2
WATER MAINS, AND CONDUITS 3
4
5
7-04 Storm Sewers 6
(******) 7
Section 7-04.1 Description is supplemented with the following: 8
9
All trench excavation and backfill for storm drain pipe shall be to the depth as shown on the 10
plans and/or as indicated in the proposal for the various depths. Trench excavation and 11
backfill shall be completed in accordance with the requirements of Section 7-08.3 of the 12
Standard Specification as herein modified. Backfill for storm drain pipe trenches, conduits, 13
irrigation sleeves, and other trenches from road subgrade to pipe bedding in existing roadways 14
and project Roadways shall be Crushed Surfacing Top Course. Full depth backfill for trenches 15
outside of existing or project Roadways may be native or imported material. Select native 16
material shall be per Section 9-03.12(3) of the Standard Specifications. Pipe zone backfill 17
shall be per City of Pasco standard specifications. 18
19
Trench excavation shall be unclassified unless rock excavation is listed as a pay item, and 20
shall include all excavation, disposal of surplus and unsuitable material, and all other work 21
incidental to the construction of the trenches for drains, gravity sewers, culverts, including 22
manholes, catch basins, inlets or other structures which are part of the pipeline. 23
24
Trench backfill material shall be compacted as required to preclude future settlement and to 25
achieve a minimum of 95 percent maximum density when tested, in accordance with Standard 26
Specification section 7-08.3(3). During utility pipe installation, the City shall require that 27
density tests be taken on the backfilled material. Tests shall be taken per COP Standard 28
Specification 2-03.3(14). 29
30
Trench width pay limits for “Crushed Surfacing Top Course for Trench Backfill” for storm sewer 31
pipes shall be 3 feet for pipes 15” diameter inside dimension and smaller. Trench width shall 32
be 1.5 times the inner dimension plus 18-inches for pipe 16-inches or larger. Trench width 33
shall be 18-inches for conduit and service lines 4 inches and smaller, unless indicated 34
otherwise. 35
36
Pipe bedding shall be 4-inches thick. 37
38
7-04.2 Materials 39
7-04.2 is supplemented with the following: 40
41
Pipe bedding shall be Crushed Surfacing Top Course. 42
43
7-04.3 Construction Requirements 44
7-04.3 is supplemented with the following: 45
46
The pipe bedding material shall be compacted to not less than 95 percent of maximum density. 47
48
Trench safety systems shall be provided for pipe installation, including furnishing all labor, 49
equipment materials, and all other incidentals necessary to meet the requirements of the 50
Washington Industrial Safety and Health Act, Chapter 49.17 RCW, including all requirements 51
for drywells, manholes, and catch basins. 52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
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1
Measurement 2
Section 7-04.4 is supplemented with the following: 3
4
No measurement is provided for stormwater pipe trench excavation and backfill and shall be 5
considered incidental to pipe measurement. 6
7
Measurement for payment of “Crushed Surfacing Top Course for Trench Backfill” shall be per 8
ton. 9
10
The unit contract price for “Trench Safety Systems”, per Lump Sum for all pipe, conduits, 11
manholes, drywells, and catch basins. 12
13
No measurement is provided for pipe bedding and shall be considered incidental to pipe 14
measurement. 15
16
17
Payment 18
Section 7-04.5 is supplemented with the following: 19
20
The unit contract price for “Crushed Surfacing Top Course for Trench Backfill”, per ton shall 21
be full compensation for all labor, equipment, and materials required to furnish, place, and 22
compact top course as required for trench backfill above pipe bedding. This item also includes 23
all other incidentals including hauling and disposing of displaced excavation material as 24
necessary to perform the work in accordance with the plans and specifications. 25
26
The unit contract price for “Trench Safety Systems” shall be full compensation for furnishing 27
all labor, equipment, materials, and all other incidentals necessary to meet the requirements 28
of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW, including all 29
requirements for drywells, manholes, catch basins, and conduits. 30
31
7-05 MANHOLES, INETS, CATCH BASINS, AND DRYWELLS 32
33
7-05.2 Materials 34
(******) 35
(January 1, 2010 COP GSP) 36
Supplement Section 7-05.2 Materials with the following: 37
38
Materials shall meet the requirements of the City of Pasco Material List. 39
40
Precast Concrete Drywells shall be per WSDOT Std. Detail B20.40-04. 41
42
Infiltration Trench materials shall be per City of Pasco Standard Drawing No. SD-3. 43
44
Crushed Surfacing 9-03.9(3) 45
46
Solid Cover for Catch Basin Type 2 shall be 24-inch round covers and shall read “STORM” 47
and “CITY OF PASCO” embossed in top (2” raised letters), cover weight 150 lbs, frame 48
weight 185 lbs. Approved manufactures include East Jordon Iron Works, D&L Foundry, and 49
Olympic Foundry. Round frame and grate matching dimensions of City of Pasco standard 50
manhole frame and grate. Cover shall be solid (no drainage holes), cast iron, class 30 51
meeting requirements id ASTM A48. 52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
97 of 146
1
7-05.3 Construction Requirements 2
3
Section 7-05.3 is supplemented with the following: 4
5
Connect proposed stormwater pipes to existing stormwater pipes, catch basins, manholes, 6
and drywells per the Contract Drawings and per City of Pasco standard details SD-2 and SD-7
3. When connecting to existing concrete structure, proposed pipe shall be cut flush to inside 8
surface of manhole, drywell, or catch basin and grouted in place. When connecting to existing 9
pipe, connection shall be made with appropriate bell end of pipe or fitting designed for water 10
tight connection and material transition if needed. Flexible rubber boot type fitting shall not be 11
allowed. 12
13
All catch basins connected to infiltration trenches and drywells shall have an oil/water 14
separator per City of Pasco material list and/or standard details. 15
16
7-05.3(1) Adjusting Manholes and Catch Basins to Grade 17
(******) 18
19
Section 7-05.3(1) is supplemented with the following: 20
21
Manholes and Catch Basins are to be adjusted to final grade per the City of Pasco Standard 22
Plans within ***7***days of placement of HMA. 23
24
7-05.4 Measurement 25
(******) 26
27
Section 7-05.4 is supplemented with the following: 28
29
“Infiltration Trench” shall be measured per linear foot and shall be measured for full 30
compensation of trenching, disposal, backfill, importing and placing of bio-soil media, and 31
installation of filter fabric, perforated drain pipe, drain rock, and other items per City of Pasco 32
Standard Plan DWG SD-3 and details shown on the Construction Drawings. 33
34
“Connect to Existing Storm” shall be measured per each and shall be full compensation for 35
excavation, exposing existing concrete structure or pipe, fitting required for connection, 36
construction of knock-out in the existing structure, cutting pipe flush with structure, grouting 37
connection, backfill, and compacting per the City of Pasco standards and standard details 38
and the Contract Drawings. 39
40
“Catch Basin Type 2, Solid Lid” shall be measured per each and shall be full compensation 41
for excavation, materials, labor, and equipment required to construct catch basin per City of 42
Pasco standard detail SD-2 with a Solid lid. construction of knock-out in the existing 43
structure, cutting pipe flush with structure, grouting connection, backfill, and compacting per 44
the City of Pasco standards and standard details and the Contract Drawings. 45
46
7-05.5 Payment 47
(******) 48
49
Section 7-05.5 is supplemented with the following: 50
51
“Infiltration Trench”, per linear foot. 52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
98 of 146
1
The unit Contract price for “Infiltration Trench” will be paid for full compensation per linear 2
foot as specified. 3
4
“Connect to Existing Storm” per each. 5
6
The unit contact price for “Connect to Existing Storm” will be paid for full compensation per 7
each as specified. 8
9
“Catch Basin Type 2, Solid Lid” per each. The unit contact price for “Catch Basin Type 2, 10
Solid Lid” will be paid for full compensation per each as specified. 11
12
7-08 GENERAL PIPE INSTALLATION REQUIRMENTS 13
14
7-08.1 General 15
(******) 16
17
Supplement this section with the following 18
19
All construction work shall be inspected by the City Inspector prior to backfilling. At 20
least 48 hours of notice shall be given to the City prior to backfilling. 21
22
The Contractor shall notify the Utility Notification Center (One Call Center) at least 48 23
hours prior to start of excavation so that underground utilities may be marked. 24
Telephone number is 1-800-424-5555. An onsite meeting with Cascade Natural Gas 25
will be performed to review the existing gas line location prior to excavation in 26
accordance with these Special Provisions. 27
28
7-08.3(1)A Trenches 29
(June 26, 2020 COP GSP) 30
31
Supplement this section with the following: 32
33
Existing pavement shall be neatly saw-cut on both sides of the trench using parallel 34
cuts consistent with the dimensions presented on the Trench Surfacing Repair standard 35
detail. Sawcutting shall be performed prior to surface repair. 36
37
Bedding the Pipe 38
(June 26, 2020 COP GSP) 39
40
Supplement this section with the following: 41
42
Gravel Backfill for Pipe Zone (including Bedding): Pipe bedding material shall be 43
Crushed Surfacing Top Course meeting the requirements of section 9-03.9(3). 44
45
46
7-08.3(3) Backfilling 47
(June 26, 2020 COP GSP) 48
49
Revise the second paragraph of this section to read: 50
51
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
99 of 146
Gravel Backfill for Pipe Zone (above bedding): Pipe zone material shall be Crushed 1
Surfacing Top Course meeting the requirements of section 9-03.9(3), and shall be 2
placed and compacted in layers as designated by the City. For pipe trenches and 3
conduits outside of existing or proposed roadways, suitable native material is an 4
acceptable alternate for pipe zone backfill above the bottom of the pipe. 5
6
7
7-08.4 Measurement 8
Replace third paragraph of Section 7-08.4 as follows: 9
10
Structure excavation Class B and Structure excavation Class B including Haul for trenches, 11
shall be included as part of the pipe pay item. 12
13
14
7-09 WATER MAINS 15
(******) 16
17
7-09.2 Materials 18
(January 1, 2010 COP GSP) 19
Supplement Section 7-09.2 Materials with the following: 20
21
Materials shall meet the requirements of the City of Pasco Material List. 22
23
Pipe for main line: 24
25
Ductile Iron Pipe shall be Special Thickness class 52, cement mortor lined 26
27
Irrigation main pipe and irrigation control wire sleeves shall transition to PVC DR 18 AWWA 28
C900 with ductile iron fittings when crossing under roadways or streets. 29
30
31
32
7-09.3(19) Connections is amended with the following: 33
34
Construction Requirements 35
36
Connection to Existing Water Main shall be completed in accordance with City of Pasco 37
standard Detail W-3 and City of Pasco standard specifications. 38
39
7-09.3(20) Detectable Marking Tape 40
(June 26, 2020 COP GSP) 41
42
Delete this section and replace it with the following: 43
44
7-09.3(20) Detectable Marking Tape and Tracer Wire 45
46
Detectable marking tape and tracer wire shall be installed over all water lines, including 47
service lines. The tape shall be placed approximately 2-feet above the top of the line 48
and shall extend its full length. The tracer wire shall be fastened to the top of the pipe 49
with duct tape at 6-foot intervals and shall be routed up into valve boxes with adequate 50
length for connection to location equipment. 51
52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
100 of 146
1
7-09.3(22) Blowoff Assemblies is replaced with the following: 2
3
Blow-off assemblies shall be per City of Pasco Standard Detail W-5. 4
5
7-09.3(23) Hydrostatic Pressure Test 6
(******) 7
8
Delete this section and replace it with the following: 9
10
Water main appurtenances and service connections to the meter setter shall be tested in 11
sections of convenient length under a hydrostatic pressure equal to 150-psig. Pumps, 12
gauges, plugs, saddles, corporation stops, miscellaneous hose and piping, and 13
measuring equipment necessary for performing the test shall be furnished and operated 14
by the Contractor. 15
16
Sections to be tested shall normally be limited to 1,500 feet. The City may require that 17
the first section of pipe, not less than 1,000 feet in length, installed by each of the 18
Contractor’s crews, be tested in order to qualify the crew and the materials. Pipe laying 19
shall not be continued more than an additional 1,000 feet until the first section has been 20
tested successfully. 21
22
The pipeline shall be backfilled sufficiently to prevent movement of the pipe under 23
pressure. Mechanical restraints and/or thrust blocks shall be in place and time allowed 24
for the concrete to cure before testing. Where permanent blocking is not required, the 25
Contractor shall furnish and install temporary blocking and remove it after testing. 26
27
The mains shall be filled with water and allowed to stand under pressure a sufficient 28
length of time to allow the escape of air and allow the lining of the pipe to absorb water. 29
The City will furnish the water necessary to fill the pipelines for testing purposes at a time 30
of day when sufficient quantities of water are available for normal system operation. 31
32
The test shall be accomplished by pumping the main up to the required pressure and 33
stopping the pump and holding pressure for one (1) hour. During the test, the section 34
being tested shall be observed to detect any visible leakage. 35
36
There shall not be a loss in pressure during the one-hour test period. 37
38
Pressure gauges used in the test shall be in good working condition and have a zero- 39
pressure reading prior to use. Erroneous or damaged gauges may be rejected at the 40
discretion of the City, and shall be replaced with new gauges at the Contractor’s 41
expense. The Contractor shall submit a current calibration certificate for any pressure 42
gage to be used. 43
44
Any visible leakage detected shall be corrected by the Contractor. Should the tested 45
section fail to meet the pressure test successfully as specified, the Contractor shall, at no 46
additional expense to the City, locate and repair the defects and then retest the pipeline. 47
48
Tests shall be made with the hydrant auxiliary gate valves open and pressure against the 49
hydrant valve. Each valve shall be tested by closing each in turn and relieving the 50
pressure beyond. This test of the valve will be acceptable if there is no immediate loss of 51
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
101 of 146
pressure on the gauge when the pressure comes against the valve being checked. The 1
Contractor shall verify that the pressure differential across the valve does not exceed the 2
rated working pressure of the valve. 3
4
Prior to calling out the City Inspector to witness the pressure test, the Contractor shall 5
have all equipment set up completely ready for operation and shall have successfully 6
performed the test to ensure that the pipe is in satisfactory condition. 7
8
Defective materials or workmanship, discovered as a result of hydrostatic field test, shall 9
be replaced by the Contractor at no expense to the City. Whenever it is necessary to 10
replace defective material or correct the workmanship, the hydrostatic test shall be re-run 11
at the Contractor’s expense until a satisfactory test is obtained. 12
13
7-09.3(24) Disinfection of Water Mains 14
(June 26, 2020 COP GSP) 15
16
Supplement this section with the following: 17
18
AWWA Standard C651 shall be used as a guideline for disinfecting water mains. 19
20
7-09.3(24)J Preventing Reverse Flow 21
(June 26, 2020 COP GSP) 22
23
Supplement this section with the following: 24
25
All water lines shall be pressure tested and sanitized with a satisfactory report received 26
from the Washington State Department of Health prior to the backflow assembly 27
installation. Backflow preventers shall NOT be pressure tested against. 28
29
30
7-12 VALVES FOR WATER MAINS 31
32
7.12.1 Construction Requirements 33
(******) 34
35
Section 7-12.3 is supplemented with the following: 36
37
Adjustment of existing water valve boxes shall be accomplished by removing and resetting 38
the existing case and cover to match finished grade. Existing valve boxes shall be removed 39
and thoroughly cleaned for reinstallation at the new elevation. 40
41
Water valve boxes shall be adjusted within ***7*** days to final grade per City of Pasco 42
Standard Plans, after the final lift of HMA. 43
44
7-12.4 Measurement 45
(******) 46
47
Section 7-12.4 is supplemented with the following: 48
49
Measurement for Adjust Water Valve Case shall be per each. 50
51
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
102 of 146
There will be no separate measurement for dust control (dewatering) and watering (e.g. 1
compaction) operations by the Contractor. 2
3
4
7-12.5 Payment 5
(******) 6
Section 7-12.5 is supplemented with the following: 7
8
“Adjust Water Valve Case”, per each. 9
10
The unit Contract price for “Adjust Water Valve Case” will be payment for all Work in the 11
adjustment to final grade, and shall include concrete collar when water valve is not within 12
pavement. 13
14
15
7-14 HYDRANTS 16
17
7-14.3 Construction Requirements 18
(******) 19
Section 7-14.3 is supplemented with the following: 20
21
The contractor shall salvage all existing hydrants that are indicated to be replaced in the 22
contract plans. The salvaged hydrants shall be delivered to the Public Works Field Division 23
located at 1015 S Gray Avenue in Pasco, WA. 24
25
7-15 Service Connections 26
(******) 27
28
7-15.1 Description 29
(******) 30
Section 7-15.1 is supplemented with the following: 31
32
Work shall include the installation of the water meter box. 33
Work shall include the installation of a backflow preventer, vault, blowout, and associated 34
components. 35
36
7-15.2 Materials 37
(******) 38
39
Supplement Section 7-15.2 Materials with the following: 40
41
Materials shall meet the requirements of the City of Pasco Material List, except as modified 42
herein. 43
44
Backflow assembly vault for 2” DCVA: Carson 1730-15, double stacked or equal 45
Backflow prevention assembly shall be a Wilkins 950 XLT, or equal 46
Blowout: Rain Bird 33-PLRC quick coupler 47
Drain rock fabric: Geotextile for Underground drainage, Moderate survivability, non-woven, 48
WSDOT Std Spec 9-33.2(1) Table 1. 49
50
7-15.3 Construction Requirements 51
(******) 52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
103 of 146
Section 7-15.3 is supplemented with the following: 1
2
Double Check Valve assembly backflow preventer vault shall be installed per City of Pasco 3
Std. Drawing W-14, with Carson 1730 vault. Floor shall be filled installed with 4” of 1” rounded 4
drain rock installed in the bottom of the vault. 5
6
Backflow device shall be inspected and tested as soon as possible after the installation to 7
assure satisfactory operation. Installation shall be as per the manufacturer's 8
recommendations or as directed by the Engineer. All lines shall be thoroughly flushed prior to 9
installing the BPD. The unit shall be tested by a backflow prevention device tester certified by 10
the Department of Social and Health Services (DSHS) prior to installation. Certification of 11
passing this test must be supplied with the BPD. After the entire irrigation system is complete, 12
the contractor shall perform a standard backflow device test on the BPD. The BPD shall not 13
be accepted until said test is performed and approved by the city. After the BPD has been 14
tested and approved, the irrigation system may be put into operation. 15
16
Blow Out: A Rain Bird 33-PLRC quick coupler shall be installed to the main line immediately 17
after the BPD. The quick coupler is to be in its own 10” diameter round valve box three inches 18
below grade. The riser for the quick coupler shall be made of galvanized pipe, connected to 19
the main line. The connection shall be made with the use of a Romac Service Saddle, for pipe 20
three inches or smaller use Romac Model 101S, for larger pipe use Romac Model 202S. At 21
the end of the main line a Rain Bird 33-PLRC quick coupler shall be installed in a 10-inch 22
diameter valve box. 23
24
7-15.4 Measurement 25
(******) 26
Section 7-15.4 is supplemented with the following: 27
28
“2-inch DCVA” shall be measured per each. 29
30
31
7-15.5 Measurement 32
(******) 33
Section 7-15.5 is supplemented with the following: 34
35
“2-inch DCVA” per each shall be full pay for all Work to excavation and backfill for the vault, 36
furnish and install the DCVA, DCVA vault, vault lid, drain rock , drain rock fabric, floor drain, 37
crushed surfacing base, unions, blow out quick coupler and valve box, connection to water 38
service, transition to irrigation piping material, and cap. Work shall also include testing of 39
DCVA. 40
41
42
43
END DIVISION 7 44
45
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
104 of 146
DIVISION 8 MISCELLANEOUS CONSTRUCTION 1
2
3
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 4
5
8-01.1 Description 6
(******) 7
Section 8-01.1 is supplemented with the following: 8
9
Work shall include installing temporary erosion control seeding. 10
11
12
8-01.3 Construction Requirements 13
(******) 14
15
Section 8-01.3 is supplemented with the following: 16
17
The Contractor shall take all necessary precautions and utilize the Department of 18
Ecology’s (DOE) Best Management Practices to prevent sediment and fugitive dust from 19
construction activities from entering into storm water systems, natural waterways, or 20
environmentally sensitive areas and from otherwise being carried away from the 21
construction area by storm water or air. 22
23
Temporary erosion protection shall be furnished, installed, and maintained for the 24
duration of this Project to protect environmentally sensitive areas, sloped surfaces, 25
adjacent areas and/or water bodies or conveyance systems. Temporary erosion 26
protection may include the use of straw, jute matting, wattles, heavy plastic sheeting, or 27
other forms of ground cover on areas disturbed by construction and catch basin inserts 28
for catch basins down-slope from the construction. Sloped surfaces shall be restored 29
and protected in such a manner that surface runoff does not erode the embankments, 30
slopes, or ground surfaces, nor create surface channels, or ruts. 31
32
33
8-01.3(2)B Temporary Seeding 34
(******) 35
36
Section 8-01.3(2)B is supplemented with the following: 37
38
Erosion control seed mix shall be a hydroseed applied mixture of seed, tackifier, and mulch. 39
Seed mix, tackifier, and mulch shall be applied at the mix and rate specified in the Contract 40
Drawings, Landscape drawings. 41
42
43
8-02 ROADSIDE RESTORATION 44
45
8-02.1 Description 46
(******) 47
Section 8-02.1 is supplemented with the following: 48
49
Work includes transplanting trees where indicated on Contract Drawings and installing tree 50
stakes on new and transplanted trees. Transplanting shall be coordinated with Owner’s 51
representative and property owner representative. 52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
105 of 146
1
All trees to be transplanted shall be transplanted prior to the end of June 2021. 2
3
8-02.2 Materials 4
(******) 5
Section 8-02.2 is supplemented with the following: 6
7
Root Barrier 8
9
Deeproot, model UB 24-2, linear application 10
https://www.deeproot.com/products/root- barrier/ub24-2.html#head 11
12
Or approved equal. 13
14
Rock Mulch 15
16
Rock Mulch 2-3 In. Crushed Basalt shall consist of crushed, partially crushed, or naturally 17
occurring granular basalt material. 18
The material from which the basalt mulch is to be manufactured shall meet the following test 19
requirements: 20
Los Angeles Wear, 500 Rev. 40 percent max. 21
Degradation Factor 15 min. 22
23
Rock Mulch 2 -3 In. Crushed Basalt Shall conform to the following gradation: 24
Rock Mulch 2 -3 In
Sieve Size Percent Passing
3” 100-99
2” 70-90
1” 20-50
¾” 10 max.
25
Rock Mulch 3/4 In. Crushed Basalt shall consist of crushed, partially crushed, or naturally 26
occurring granular basalt material. 27
28
The material from which the basalt mulch is to be manufactured shall meet the following test 29
requirements: 30
31
Los Angeles Wear, 500 Rev. 40 percent max. 32
Degradation Factor 15 min. 33
34
Rock Mulch 3/4 In. Crushed Basalt Shall conform to the following gradation: 35
Rock Mulch 3/4 In
Sieve Size Percent Passing
1.5” 100-99
1” 70-90
3/4” 50 max.
1/4” 10 max.
36
37
River Rock Mulch 38
39
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
106 of 146
River Rock Mulch material and construction shall conform to Section 9-03.11(2) Streambed 1
Cobbles of the WSDOT Standard Specifications, except as modified herein: 2
3
River Rock Mulch Shall conform to the following gradation: 4
River Rock Mulch
Approximate Size Percent Passing
3” 100-99
2” 70-90
1” 20-50
¾” 10 max.
5
8-02.3 Construction Requirements 6
(******) 7
8
8-02.3(5) Roadside Seeding, Lawn and Planting Area Preparation 9
(******) 10
Section 8-02.3(5) is supplemented with the following: 11
12
Planting Area Preparation shall include the following work items: 13
14
Remove or spray as required to eradicate noxious weed growth and roots. 15
a. Achieve complete removal or kill of all weeds within all areas receiving new 16
plantings and lawn areas. 17
b. In planting beds, kill achieved by working soil is permissible for annual non-18
noxious broad-leaf type weeds. 19
c. Apply post-emergent herbicide over all areas of weed or grass growth within 20
landscaped area to eradicate weed growth and roots. Apply in two 21
applications at manufacturer’s maximum recommended rate, as follows: 22
i. First application: Apply 7 days prior to performing soil preparation. 23
ii. Second application (to kill new vegetation): Apply after soil 24
preparation has been completed and minimum of 48 hours prior to 25
planting. 26
iii. Observe manufacturer’s recommended period prior to working in 27
treated areas. 28
d. Apply contact herbicide directly onto foliage of nutsedges. In areas of 29
established turf grasses infested with nutsedge, apply herbicide by 30
wicking. Do not spray. 31
32
Rock Mulch 2-3 In. Crushed Basalt shall be placed to a depth of 5-inches over all areas 33
indicated in the Contract Drawings and in restoration areas where the existing condition is 34
Rock Mulch 2-3 In Crushed Basalt. Existing rock mulch shall be utilized to the maximum 35
extent possible to provide a rock mulch layer 5-inches deep. 36
37
Rock Mulch 3/4 In. Crushed Basalt shall be placed to a depth of 5-inches over all areas 38
indicated in the Contract Drawings and in restoration areas where the existing condition is 39
Rock Mulch 3/4 In Crushed Basalt. Existing rock mulch shall be utilized to the maximum extent 40
possible to provide a rock mulch layer 5-inches deep. 41
42
River Rock Mulch shall be placed to a depth of 5-inches over all planting bed areas indicated 43
in the Contract Drawings and in restoration areas where the existing condition is River Rock 44
Mulch. Existing rock mulch shall be utilized to the maximum extent possible to provide a rock 45
mulch layer 5-inches deep. 46
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
107 of 146
1
Root Barrier 2
3
Root barrier shall be installed as indicated on the Contract Drawings. Root barrier shall be 4
installed at the back of curb and gutter, 20 feet of root barrier shall be installed per tree. 5
6
Remove and Reset Steel Edging 7
8
Existing steel edging that conflicts with proposed road and landscape improvements, shall be 9
removed and salvaged for re-installation. Steel edging shall be re-installed as indicated on 10
the Contract drawings to define edge conditions between types of rock mulch or between 11
crushed surfacing and rock mulch. Steel edging shall terminate at back of curb and gutter, 12
sidewalk, or tie-in to another segment of existing steel edging. 13
14
Compost 15
(August 5, 2013) 16
After the initial planting area weed control, soil placement, and grading are completed, and 17
prior to the installation of irrigation lines and planting, all designated planting areas shall be 18
covered with compost. 19
20
Prior to placement and incorporation of compost, the application and incorporation methods 21
shall be approved by the City. 22
23
Compost shall not be placed when a condition exists, such as frozen soil or water saturated 24
soil that may be detrimental to successful application, incorporation, or soil structure. 25
26
The Contractor shall notify the City a minimum of five working days prior to the start of compost 27
work. 28
29
Compost shall be uniformly and evenly placed in all designated areas at a depth of 4 inches. 30
31
After placement of the compost, the Contractor shall incorporate the layer uniformly into the 32
existing soil to a depth of 8 inches. 33
34
8-02.3(7) layout of Planting, Lawn, and Seeding Areas 35
(******) 36
Section 8-02.3(7) is supplemented with the following: 37
38
Transplanting Trees 39
Excavate tree holes with hydraulic tree spades. Holes shall be of sufficient size to receive tree 40
balls. Orientation of the tree spade dug hole shall match the orientation of the tree as it is dug 41
by the tree spade. 42
43
Scarify sides of holes with sharp tines or other approved method to alleviate compaction 44
"glazing" caused by hydraulic tree spade. 45
46
Fill excavations for trees and shrubs with water and allow to percolate out before planting. If 47
non-percolating soils are encountered, auger drill a hole minimum 3 feet deep, fill with 48
drainage backfill, and cover with filter fabric. Provide additional holes as required to eliminate 49
standing water or auger to free-draining subsoil. Allow Owner’s Representative to observe 50
prior to planting. 51
52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
108 of 146
Excavate trees to be transplanted providing 12 inches diameter of rootball for each caliper-1
inch of trunk measured 4 inches above rootball crown, minimum 12 inches diameter. 2
3
For trees that can not be immediately transplanted and must be taken to the holding area, 4
wrap rootballs with burlap, sisal twine and secure with a wire basket. 5
6
Place slurry mix into prepared tree hole at the following rate: 10 gallons for each tree ball 60 7
inches or less in diameter; and 20 gallons for 90-inch and greater rootballs. 8
9
Set rootball in hole with rootball 2 inches above surrounding finish grade and with the tree 10
oriented in same direction (white dot facing North). Place plant tablet fertilizer Type B equally 11
around side of hole at the following rate: 6 for 60-inch rootballs; and 10 for 90-inch rootballs. 12
13
Clip wire basket but do not remove it from rootball. Remove burlap and twine from the crowns 14
after they have been settled completely in the planting pit. 15
16
Place topsoil around base and sides of ball and eliminate voids and air pockets, water, 17
thoroughly. Water again after placing final layer of topsoil. 18
19
Install tree stakes, minimum of two stakes per tree. 20
21
Form water basin with topsoil and rake smooth. 22
23
After planting, apply fertilizer Type A per tree to soil surface at the following rates: 8 ounces 24
per 60-inch tree ball; and 12 oz. per 90-inch tree ball. 25
26
After fertilizing, mulch all trees with minimum 2 inches depth of mulch, to 6 foot radius from 27
each tree. 28
Remove grass and other vegetation brought with rootball from original location. 29
30
8-02.3(10)C Lawn Establishment 31
(******) 32
Section 8-02.3(10)C is supplemented with the following: 33
34
Sod seed mix shall be as specified on the contract plans. 35
36
Following sod installation, the contractor will be fully responsible for weeding, disease control, 37
watering, all necessary applications of fertilizer and of broadleaf spraying, incidental work, as 38
required to maintain the lawn areas in a healthy condition. At that time, three mowings will be 39
completed by the contractor. 40
41
The contractor shall complete the maintenance as specified and as required to establish a 42
healthy vigorous lawn. Prior to the City accepting and taking over maintenance for the 43
established and healthy lawn and operational irrigation system, the contractor shall make the 44
request in writing and receive confirmation in writing from the City. Until acknowledged that 45
the City has assumed responsibility for maintenance, the contractor shall retain full 46
responsibility for the sod lawns and irrigation systems. 47
48
49
8-02.4 Measurement 50
(******) 51
Section 8-02.4 is supplemented with the following: 52
53
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
109 of 146
“Rock Mulch 2-3 In. Crushed Basalt” shall be measured by the cubic yard of rock mulch 1
imported and placed as required to restore rock mulch to depth of 5-inches. Salvaging and 2
reusing existing rock mulch shall be incidental to the “Trimming and Cleanup” pay item. 3
4
“Rock Mulch 3/4 In. Crushed Basalt” shall be measured by the cubic yard of rock mulch 5
imported and placed as required to restore rock mulch to depth of 5-inches. Salvaging and 6
reusing existing rock mulch shall be incidental to the “Trimming and Cleanup” pay item. 7
8
“River Rock Mulch” shall be measured by the cubic yard of rock mulch imported and placed 9
as required to restore rock mulch to depth of 5-inches. Salvaging and reusing existing rock 10
mulch shall be incidental to the “Trimming and Cleanup” pay item. 11
12
“Bark Mulch” shall be measured per square-foot of installed area. 13
14
No payment will be made under “Planting Area Preparation”, and is considered incidental to 15
other bid items. 16
17
“Root Barrier” shall be measured by the linear foot of installed root barrier. 18
19
“Remove and Reset Steel Edging” shall be measured by the linear foot 20
21
“Relocate Tree” shall be measured per each. 22
23
(January 5, 2015) 24
Topsoil, mulch and soil amendments will be measured by the square yard along the grade and 25
slope of the area covered after application. 26
27
Compost will be measured by the square yard along the grade and slope of the area covered 28
after application. 29
30
8-02.5 Payment 31
(******) 32
Section 8-02.5 is supplemented with the following: 33
34
“Rock Mulch 2-3 In. Crushed Basalt,” per cubic yard shall be full compensation for providing 35
all materials, equipment, and labor necessary for importing and placing Rock Mulch 2-3 In. 36
Crushed Basalt to the depths and limits as indicated on the Contract Drawings and as 37
indicated in the Contract Documents. 38
39
“Rock Mulch 3/4 In. Crushed Basalt,” per cubic yard shall be full compensation for providing 40
all materials, equipment, and labor necessary for importing and placing Rock Mulch 3/4 In. 41
Crushed Basalt to the depths and limits as indicated on the Contract Drawings and as 42
indicated in the Contract Documents. 43
44
“River Rock Mulch,” per cubic yard shall be full compensation for providing all materials, 45
equipment, and labor necessary for importing and placing River Rock Mulch to the depths and 46
limits as indicated on the Contract Drawings and as indicated in the Contract Documents. 47
48
“Bark Mulch,” per square-foot shall be full compensation for providing all materials, equipment, 49
and labor necessary for importing and placing Bark Mulch to the depths and limits as indicated 50
on the Contract Drawings and as indicated in the Contract Documents. 51
52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
110 of 146
“Root Barrier”, per linear foot shall be full compensation for providing all materials, equipment, 1
and labor necessary for purchasing and installing root barrier at each tree. 2
3
“Remove and Reset Steel Edging”, per linear foot shall be full compensation for providing all 4
equipment, and labor necessary for salvaging and re-installing steel edging as indication on 5
the Contract Drawings. 6
7
“Relocate Tree”, per each shall be full compensation for providing all equipment, labor, and 8
material necessary for relocating the tree and providing tree staking. 9
10
(January 5, 2015) 11
“Medium Compost”, per square yard. 12
13
8-03 IRRIGATION SYSTEM 14
15
8-03.1 Construction Requirements 16
(******) 17
Section 8-03.1 is supplemented with the following: 18
19
The Work will consist of adjusting and reconnecting existing irrigation system, heads, and 20
other work items in the areas shown on the plans, at limits of the proposed work, impacted by 21
construction activities, and that abut existing irrigated landscape areas. 22
23
The Work will require reconnecting the irrigation supply or lateral lines to the N 20th Ave center 24
landscape median to ensure the existing irrigation system is in working order. Work will consist 25
of locating and field verifying the water source or control valve that supplies water to the 26
existing center median. Once verified the contractor shall extend or modify the water line as 27
necessary to ensure that the center median, both existing and new planting areas, are fully 28
irrigated. 29
30
Section 8-03.3 is supplemented with the following: 31
32
The irrigation system has been designed as shown on the Contract Drawings The 33
design includes an irrigation system for landscape areas from Argent Sta. 71+00 to 34
Sta. 88+00 & W 20th Ave. Sta. 9+00 to Sta. 15+00 to be controlled by multiple irrigation 35
valves. The irrigation controller location shall be verified by owner’s representative prior 36
to being placed as shown on the Contract Drawings. 37
38
Power to the irrigation controller: An existing power meter and breaker panel are 39
located in the existing cabinet west of the existing signal cabinet. The Contractor shall 40
add an additional breaker sized for irrigation controller and provide electrical power 41
between breaker and irrigation controller. 42
43
Communication between the controller and signal box: An existing 3” spare conduit 44
exits at the existing signal cabinet. It is the contractor’s option to use this 3” conduit to 45
run the communication wire from the existing signal cabinet to the existing junction 46
box. Contractor shall not access nor run communication wire into this existing junction 47
box as it is dedicated for the signal control wires. Contractor shall install a second 48
junction box at this location and route the communication wire through existing 3” 49
conduit to the new junction box then back to the controller. Install communication wire 50
and power in a 2” electrical conduit. 51
52
53
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
111 of 146
Work includes connecting the field satellite controller using the manufactures wire 1
terminal connectors, ensure surge protection is met and the controller is grounded per 2
the manufacturer’s specifications. Contractor shall install the Ethernet Device Server 3
per the manufacturer’s specification in the proposed controller enclosure to ensure the 4
interface between the controller and the City of Pasco’s central control system. 5
6
The Contractor is to pay for the connection fee and coordinate with Franklin PUD for 7
the installation. 8
9
8-03.2 Material 10
(******) 11
Section 8-03.2 is supplemented with the following: 12
13
Materials shall meet the requirements of the City of Pasco Landscape Standards Rev. 7/20 14
and as indicated on the Contract Drawings. 15
16
Irrigation main pipe and control wire sleeves shall transition to PVC DR 18 AWWA C900 with 17
ductile iron fittings when crossing under roadways or streets. 18
19
Communication Wire: Cat5 FTP, 100M Cable meeting ISO/IEC 11801, EN 50173, TIA/EIA 20
568-a standards. Shielded 4 twisted pairs, stranded bare copper conductor wire AWG 26 21
insulated with foam skin polyethylene, .95 mm. Drain wire shall be tinned copper, 18 x 0.10 22
mm. Aluminum shield with PVC flame retardant jacket materials, outer diameter 5.2 mm. 23
24
Ethernet Device Server: Rainbird, Model RBDS-PME. 25
26
27
8-03.5 Payment 28
(******) 29
30
Section 8-03.5 is supplemented with the following: 31
32
“Irrigation System” per lump sum shall also include adjusting and modifying and reconnecting 33
all impacted existing irrigation systems and irrigations at limits of the proposed work that abut 34
existing irrigated landscape areas and shall include for verifying and locating the existing water 35
source for the N 20th Ave median and extending or re-connecting the water supply to supply 36
irrigation to the portion of the center median that is to remain. Work shall include trenching, 37
backfill, and connections to existing irrigation system as needed to re-connect irrigation supply. 38
Cut and capping existing median irrigation systems, as needed shall be included in this pay 39
item. 40
41
42
8-13 MONUMENT CASES 43
44
8-13.1 Description 45
(******) 46
47
Section 8-13.3 is deleted and replaced by the following: 48
49
The Work consists of furnishing and placing monument, monument cases, covers, and pipes 50
in accordance with City of Pasco Standard details, in conformity with the lines and locations 51
shown in the Plans or as staked. 52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
112 of 146
1
8-13.2 Materials 2
(******) 3
4
Material shall be per City of Pasco standard material list, standard details, and standard 5
specifications. 6
7
8-13.3 Construction Requirements 8
(******) 9
10
Section 8-13.3 is supplemented with the following: 11
12
Monument Cases shall be per City of Pasco Standard Plans. Within ***7*** days after paving 13
the Contractor shall adjust all existing monument cases to finished grade. 14
15
8-13.4 Measurement 16
(******) 17
18
Section 8-13.4 is supplemented with the following: 19
20
Adjust Monument Case shall be measured per each. 21
22
(March 13, 1995) 23
Measurement of monument case, cover, and pipe will be by the unit for each monument case, 24
cover, and pipe furnished and set. 25
26
8-13.5 Payment 27
(******) 28
29
Section 8-13.5 is supplemented with the following: 30
31
“Adjust Monument Case”, per each. 32
33
The unit Contract price for “Adjust Monument Case” shall be in full compensation as specified. 34
35
(April 28, 1997) 36
"Monument Case, Cover, and Pipe", per each. 37
38
8-14 CEMENT CONCRETE SIDEWALKS 39
40
8-14.1 Description 41
(******) 42
43
Section 8-14.1 is supplemented with the following: 44
45
(April 3, 2017) 46
This work consists of constructing cement concrete sidewalks and curb ramps in accordance 47
with details shown in the Plans, Standard Plans, these Specifications, and in conformity to the 48
lines and grades shown in the Plans, Standard Plans, and as established by the City. 49
50
8-14.3 Construction Requirements 51
52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
113 of 146
Section 8-14.3 is supplemented with the following: 1
2
(January 7, 2019) 3
Timing Restrictions 4
Curb ramps shall be constructed on one leg of the intersection at a time. The curb ramps shall 5
be completed and open to traffic within five calendar days before construction can begin on 6
another leg of the intersection unless otherwise allowed by the City. 7
8
Unless otherwise allowed by the Engineer, the five calendar day time restriction begins when 9
an existing curb ramp for the quadrant or traffic island/median is closed to pedestrian use and 10
ends when the quadrant or traffic island/median is fully functional and open for pedestrian 11
access. 12
13
(January 7, 2019) 14
Layout and Conformance to Grades 15
Using the information provided in the Contract documents, the Contractor shall lay out, 16
grade, and form each new curb ramp, sidewalk, and curb and gutter. 17
18
8-14.3(5) Detectable Warning Surface 19
20
The first paragraph of Section 8-14.3(5) is revised to read: 21
22
(January 13, 2021) 23
The detectable warning surface shall be located as shown in the Contract Plans or Standard 24
Plans. Placement of the detectable warning surface shall be in accordance with the 25
manufacturer’s recommendation for placement in fresh concrete, before the concrete has 26
reached initial set, or on a hardened cement concrete surface Glued or stick down Detectable 27
Warning Surfaces are allowed on asphalt surfaces only for temporary work zone applications. 28
29
30
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
114 of 146
8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, 1
and Electrical 2
3
8-20.1 Description 4
(Pasco Design & Construction Standards) 5
Section 8-20.1 is supplemented with the following: 6
7
All work shall be coordinated and in conformance with current Franklin PUD standards. 8
9
8-20.2 Materials 10
(Pasco Design & Construction Standards) 11
Section 8-20.2 is supplemented with the following: 12
13
Materials shall meet the requirements of the City of Pasco Standard Details and Franklin 14
PUD standards. 15
16
Luminaires shall be cobra-head configuration meeting IES type II or III distribution pattern 17
depending on the cross-section of the roadway or intersection. See PUD Standard 18
Drawing L-3.2 for additional luminaire requirements. Luminaires shall be manufactured 19
by CREE, 100 W or approved equivalent, and include: 20
21
XSPLG-D-HT-2LG-18L-40K7-UL-SV-N-Q4 22
23
The Contractor is responsible for verifying specifications are current with Franklin PUD 24
standards 25
26
8-20.2(1) Equipment List and Drawings 27
Section 8-20.2(1) is supplemented with the following: 28
29
(WSDOT GSP March 13, 1995) 30
If traffic signal standards, strain pole standards, or combination traffic signal and 31
lighting standards are required, final verified dimensions including pole base to signal 32
mast arm connection point, pole base to light source distances (H1), mast arm length, 33
offset distances to mast arm mounted appurtenances, and orientations of pole 34
mounted appurtenances will be furnished by the Engineer as part of the final 35
approved shop drawings prior to fabrication. 36
37
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
115 of 146
Add the following new section: 1
2
8-20.2(2) Salvaged Equipment 3
4
The Engineer shall be given three (3) working days notice prior to delivery of any 5
salvaged item. 6
7
All work related to salvaging or removal of existing system shall be considered 8
incidental to and included in the contract prices for “Illumination System” or “Signal 9
Modifications Complete, (Location)”. The following items shall be salvaged: 10
11
Luminaire poles and High Pressure Sodium (HPS) fixtures 12
Signal cabinets, poles, controllers, vehicle signal heads 13
14
Following removal of the existing street light poles and luminaires, the Contractor 15
shall protect the luminaire poles for re-ruse and protect the HPS fixtures and all 16
component parts from loss or damage until such time as all or part of the fixtures are 17
delivered to Franklin County PUD, Operations Warehouse, 2103 N Fourth Ave. 18
Pasco. Signal cabinets, signal poles, controllers, vehicle signal heads shall be 19
delivered to City of Pasco Maintenance building (1025 S. Grey Avenue, Pasco, WA 20
99301). The Contractor shall replace lost, damaged, or destroyed salvageable 21
fixtures and component parts in kind at the Contractor’s expense. The Contractor 22
shall coordinate the receiving of equipment by the PUD or City and label each 23
salvaged item with the City contract number and location from which it was salvaged. 24
The label shall be a removable weather proof tag that will not damage or mark the 25
salvaged item. 26
27
8-20.3 Construction Requirements 28
29
8-20.3(1) General 30
(Pasco Design & Construction Standards) 31
Section 8-20.3(1) is supplemented with the following: 32
33
The Contractor is responsible for coordinating with the Department of Labor and 34
Industries, the Engineer, and Franklin PUD for all required inspections and service. 35
36
8-20.3(2) Excavating and Backfilling 37
(Pasco Design & Construction Standards) 38
Delete the first paragraph of Section 8-20.3(2) and replace it with the following: 39
40
The excavation required for the installation of conduit, cement concrete anchor 41
bases, and pull boxes shall be performed in such a manner as to cause the least 42
possible damage to streets, sidewalks, and other improvements. Anchor base 43
excavation shall be augered or dug by hand with proper care to avoid damage to 44
other utilities. Excavation shall not be performed until immediately prior to installation 45
of conduit and/or structures. Backfilling shall be as shown on the Plans and shall 46
conform to the provisions specified herein. Compaction of conduit trenches and 47
structure backfill shall be accomplished by a method which will result in backfill 48
compacted to at least 95 percent of maximum density. 49
50
51
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
116 of 146
8-20.3(5) Conduit 1
2
8-20.3(5)A General 3
4
(Pasco Design & Construction Standards) 5
Section 8-20.3(5)A is supplemented with the following: 6
7
The ends of conduits for future connection shall be marked with an 8’ treated 2x4 inside of 8
an 8’ steel stud, painted red, extending 24”-36” above finished ground surface. Fiberglass 9
markers may be proposed for approval consideration by the City Engineer. 10
11
8-20.3(8) Wiring 12
13
Section 8-20.3(8) is supplemented with the following: 14
15
(WSDOT GSP March 13, 1995) 16
Field Wiring Chart 17
501 AC+ Input 516-520 Railroad Pre-empt 18
502 AC- Input 5A1-5D5 Emergency Pre-empt 19
503-510 Control-Display 541-580 Coordination 20
511-515 Sign Lights 581-599 Spare 21
22
Movement Number 1 2 3 4 5 6 7 8 9 23
24
Vehicle Head 25
Red 611 621 631 641 651 661 671 681 691 26
Yellow 612 622 632 642 652 662 672 682 692 27
Green 613 623 633 643 653 663 673 683 693 28
Spare 614 624 634 644 654 664 674 684 694 29
Spare 615 625 635 645 655 665 675 685 695 30
AC- 616 626 636 646 656 666 676 686 696 31
Red Auxiliary 617 627 637 647 657 667 677 687 697 32
Yellow Auxiliary 618 628 638 648 658 668 678 688 698 33
Green Auxiliary 619 629 639 649 659 669 679 689 699 34
Pedestrian Heads & Dets. 35
Hand 711 721 731 741 751 761 771 781 791 36
Man 712 722 732 742 752 762 772 782 792 37
AC- 713 723 733 743 753 763 773 783 793 38
Detection 714 724 734 744 754 764 774 784 794 39
Common-Detection 715 725 735 745 755 765 775 785 795 40
Spare 716 726 736 746 756 766 776 786 796 41
Spare 717 727 737 747 757 767 777 787 797 42
Spare 718 728 738 748 758 768 778 788 798 43
Spare 719 729 739 749 759 769 779 789 799 44
Detection 45
AC+ 811 821 831 841 851 861 871 881 891 46
AC- 812 822 832 842 852 862 872 882 892 47
Common-Detection 813 823 833 843 853 863 873 883 893 48
Detection A 814 824 834 844 854 864 874 884 894 49
Detection B 815 825 835 845 855 865 875 885 895 50
Loop 1 Out 816 826 836 846 856 866 876 886 896 51
Loop 1 In 817 827 837 847 857 867 877 887 897 52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
117 of 146
Loop 2 Out 818 828 838 848 858 868 878 888 898 1
Loop 2 In 819 829 839 849 859 869 879 889 899 2
Supplemental Detection 3
Loop 3 Out 911 921 931 941 951 961 971 981 991 4
Loop 3 In 912 922 932 942 952 962 972 982 992 5
Loop 4 Out 913 923 933 943 953 963 973 983 993 6
Loop 4 In 914 924 934 944 954 964 974 984 994 7
Loop 5 Out 915 925 935 945 955 965 975 985 995 8
Loop 5 In 916 926 936 946 956 966 976 986 996 9
Loop 6 Out 917 927 937 947 957 967 977 987 997 10
Loop 6 In 918 928 938 948 958 968 978 988 998 11
Spare 919 929 939 949 959 969 979 989 999 12
13
14
For installing new cables in existing occupied or empty conduit, the Contractor shall be 15
responsible for the following steps: 1) Install a new pull rope using a rod/fish tape in the 16
conduit for pulling in the new cabling if a pull rope does not already exist. 2) If the Contractor 17
cannot get the rod/fish tape to pass through the conduit, the Contractor shall blow air 18
through the conduit to remove any debris blocking the rod/fish tape path. The Contractor 19
shall be careful not to blow air into controller or service cabinets. 3) If the rod/fish tape still 20
does not pass through the conduit after blowing air, the Contractor shall disconnect a single 21
existing wire as agreed to by the Engineer (if the conduit is occupied) and use that wire to 22
pull the new wiring plus a new cable to replace the existing cable that is being used for 23
pulling. 4) If no existing wire can be used to pull in the new wire, the Contractor shall try 24
another conduit run if one exists, or pull out all existing wiring from the conduit and use to 25
pull in the new wiring plus all new cabling to replace existing cabling. Rodding, fish taping, 26
blowing air, and disconnecting/ reconnecting cable shall be the Contractor’s cost 27
responsibility. In an event that none of these steps lead to successful wire installation, the 28
Contractor shall install new conduit as directed by the Engineer. 29
30
8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets 31
(Pasco Design & Construction Standards) 32
Section 8-20.3(10) is supplemented with the following: 33
34
All of the work shall meet the requirements of Franklin PUD and the National Electric Code. 35
36
8-20.3(14) Signal Systems 37
38
8-20.3(14)A Signal Controllers 39
40
Section 8-20.3(14)A is supplemented with the following: 41
42
(City of Pasco) 43
The Contractor will provide a Type P44 NEMA TS2 Type 1 cabinet and an 44
Econolite Cobalt traffic signal controller. Contractor shall install cabinet on a new 45
or existing cabinet foundation as specified in the plans. 46
47
Connection of all electrical wiring shall be performed by Contractor. In addition, 48
all incidental items including, but not limited to, mounting hardware shall be 49
incidental to this item. 50
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
118 of 146
1
(WSDOT GSP August 2, 2010) 2
Testing 3
All signal control equipment shall be tested at the Washington State Department 4
of Transportation Materials Laboratory located in Tumwater, Washington, prior 5
to final delivery. The tests shall check the operation of each individual 6
component as well as the overall operation of the system. 7
8
The Contractor shall designate a qualified representative for these tests. 9
Notification of this representative shall be submitted for approval, in writing, to 10
the State Materials Laboratory, 14 calendar days prior to any equipment 11
deliveries. The Engineer shall also receive a copy of this notification, which 12
includes the representative's name, address, and telephone number. All 13
communications and actions regarding testing of all equipment submitted to the 14
State Materials Laboratory shall be made through this representative. These 15
communications and actions shall include, but not be limited to, the following: 16
17
All notifications of failure or rejection, demonstration of the equipment, and 18
the return of rejected equipment. 19
20
The State Materials Laboratory testing process will consist of the following four 21
separate stages: 22
23
a. Delivery and Assembly 24
b. Demonstration and Documentation 25
c. Performance Test 26
d. Operational Test 27
28
Testing will follow in the correct order with no time gaps between stages unless 29
mutually agreed upon by the Contractor and State Materials Laboratory. 30
31
Stage 1 Delivery Assembly 32
All components for the complete traffic control systems, including the 33
necessary test equipment, shall be assembled and ready for demonstration 34
within ten working days of delivery to the Materials Laboratory. The systems 35
shall simulate the operations as installed in the field. 36
37
Equipment and prerequisites necessary to complete this stage shall 38
include: 39
40
a. Detection Simulator: 41
The detection simulator shall provide at least one detector per 42
phase and variable traffic volumes. One simulator shall be 43
required for every two controllers tested. 44
45
b. Communications Network: 46
Locations, specified for coordinating communications equipment 47
and cable, shall be completely wired to provide an operational 48
communications system between all local and master controllers. 49
50
The Contractor shall provide labor, equipment, and materials necessary to 51
assemble all control equipment complete and ready for demonstration. 52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
119 of 146
Materials and equipment used for this stage that are not required for field 1
installation shall remain the property of the Contractor. Failure to complete 2
this stage within ten working days will result in rejection of the entire system. 3
4
Stage 2 Demonstration and Documentation 5
This stage shall be completed within seven working days following the 6
completion of Stage 1. Failure to do so shall result in rejection of the entire 7
shipment. 8
9
All documentation shall be furnished with the control equipment prior to the 10
start of testing. If corrections to any document are deemed necessary by 11
the State, the Contractor shall submit this updated version prior to the final 12
approval by the State Materials Laboratory. The documents to be supplied 13
shall consist of or provide the following: 14
15
a. A Complete accounting of all the control and test equipment 16
required. 17
18
b. A complete set of documents which shall include: 19
20
1. Serial numbers when applicable. 21
22
2. Written certification that equipment of the same make 23
and model has been tested according to NEMA 24
Environmental Standards and Test Procedures, and has 25
met or exceeded these standards. The certificate shall 26
include equipment model number and where, when, and 27
by whom the tests were conducted. This certificate shall 28
accompany each shipment of controllers. 29
30
3. Reproducible mylar wiring diagrams and two blue-tone 31
prints for each controller and cabinet supplied. The sheet 32
size shall be 24 inches by 36 inches. 33
34
4. Wiring diagrams for all auxiliary equipment furnished. 35
One set per cabinet. 36
37
5. Complete operations and maintenance manuals 38
including complete and correct software listing and flow 39
charts. One set of operations and maintenance manuals 40
per cabinet; at least four but no more than ten. Five sets 41
of software listings and flow charts. 42
43
6. Complete operations and maintenance manuals for all 44
auxiliary equipment. One set per cabinet. 45
46
c. A description of the functions and the capabilities of individual 47
components and of the overall control system. 48
49
d. A presentation on how to operate the system. 50
51
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
120 of 146
e. A complete and thorough demonstration to show that all 1
components of the control system are in good condition and 2
operating properly, and proof that the controller and cabinet are 3
functioning correctly. 4
5
f. Detailed instructions for installing and operating the controller(s), 6
including explanations on the use of all features of the 7
controller(s). 8
9
g. The operational and maintenance manuals for each traffic signal 10
controller supplied including as a minimum, but not to be limited to 11
the following: 12
13
1. Detailed instructions for maintaining all hardware 14
components, controller, and auxiliary equipment. 15
16
2. A complete parts list detailing all manufacturer's 17
identification codes. 18
19
3. Detailed wiring diagrams and schematics indicating 20
voltage levels and pictorial description, part name, and 21
location for all hardware components, controller, and 22
auxiliary equipment. 23
24
The demonstration shall include the following: 25
26
a. Phasing per plans and all phase timing. 27
28
b. Detection including any special detector functions. 29
30
c. Conflict Monitor and Load Switches. 31
32
d. Special Coordination including communication equipment. 33
34
This demonstration shall be performed by the Contractor in the presence of 35
State Materials personnel. The Contractor shall supply any item not 36
accounted for within five working days of the accounting. Controllers and 37
cabinets that remain incomplete five working days after notification shall be 38
rejected and returned freight collect to the Contractor. 39
40
Stage 3 Unit Performance Test 41
A minimum of ten working days shall be allowed for one or two cabinet 42
assemblies and five working days for each additional assembly. 43
44
The unit performance test will be conducted by State Personnel to 45
determine if each and every controller cabinet assembly complies with 46
NEMA Environmental Standards as stated in NEMA publication No. TS 1-47
1976, Part 2. 48
49
Any unit submitted, whose failure has been corrected, shall be retested from 50
the beginning of this stage. 51
52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
121 of 146
Stage 4 Operational Test 1
All control and auxiliary equipment shall operate without failure for a 2
minimum of ten consecutive days. If an isolated controller is specified, it 3
shall operate as an isolated controller. If a coordinated system is specified, 4
it shall operate as a total coordinated system with the master and all local 5
controllers operating in all coordinated modes. 6
7
If any failure occurs during this stage, all equipment for this stage shall be 8
restarted following completion of repairs. 9
10
Equipment Failure Or Rejection 11
Equipment failures shall be defined as set forth in NEMA Publication No. TS 12
1-1976. Failure of load switches, detector amplifiers, and conflict monitors 13
shall not result in rejection of the controller or cabinet. However, the 14
Contractor shall stock, as replacements, approximately 30 percent more 15
than the total for these three items. All excess material shall remain the 16
property of the Contractor following completion of all tests. 17
18
If a failure occurs during Stages 3 or 4, repairs shall be made and completed 19
within ten working days following notification of the malfunction. The 20
Contractor shall have the option of making onsite repairs or repair them at 21
a site selected by the Contractor. Failure to complete repairs within the 22
allotted time shall result in rejection of the controller or cabinet assembly 23
under test. 24
25
A total of two failures will be allowed from the start of Stage 3 to the end of 26
Stage 4. If three failures occur during this time period, the equipment will 27
be rejected. New equipment of different serial numbers submitted as 28
replacement shall be received by the Materials Laboratory for testing under 29
Stage 3 within ten working days following notification of rejection. Failure 30
to meet this requirement within the allotted time will result in rejection of the 31
entire system. Software errors will be considered as failures and, if not 32
corrected within ten working days, the entire system will be subject to 33
rejection. Following rejection of any equipment, the Contractor shall be 34
responsible for all costs incurred. This shall include but not be limited to all 35
shipping costs. 36
37
When the traffic control program is supplied by the State, the Contractor 38
shall prove that any failures are, in fact, caused by that program and not the 39
hardware. 40
41
All component or system failures, except load switches and detector 42
amplifiers, shall be documented. This documentation shall be submitted 43
prior to commencing the test or stage in which the failure was found and 44
shall provide the following information: 45
46
a. A detailed description of the failure. 47
b. The steps undertaken to correct the failure. 48
c. A list of parts that were replaced, if any. 49
50
Upon completion of the tests, the equipment will be visually inspected. If 51
material changes are observed which adversely affect the life of the 52
CITY OF PASCO PROJECT NUMBER 12002
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equipment, the cause and conditions shall be noted. The Contractor will 1
immediately be given notice to correct these conditions. If not repaired 2
within ten working days of notification, the equipment will be subject to 3
rejection. A final accounting shall be made of all equipment prior to 4
approval. 5
6
All failed or rejected equipment shall be removed from the Materials 7
Laboratory within three working days following notification; otherwise, the 8
failed or rejected equipment will be returned, freight collect, to the 9
Contractor. 10
11
Following final approval by the State Materials Laboratory, all equipment 12
shall be removed from the State Materials Laboratory and delivered to sites 13
as designated elsewhere in this contract. 14
15
Guarantees 16
Guarantees and warranties shall be in accordance with Section 1-05.10. 17
18
19
8-21 PERMENANT SIGNING 20
21
8-21.2 Materials 22
(Pasco Design & Construction Standards) 23
Section 8-21.2 is supplemented with the following: 24
25
Sign posts for permanent traffic control signing shall be 2"x2" 12-gauge perforated steel 26
tubing. Socket sleeves for the sign post shall be 2-1/4"x 2-1/4"x30" 12-gauge perforated 27
steel tubing. 28
29
Street name sign brackets shall be Zumar. 30
31
32
8-21.3 Construction Requirements 33
(Pasco Design & Construction Standards) 34
35
Section 8-21.3 is supplemented with the following: 36
37
Socket sleeves for sign posts shall be set in 12" diameter x 18" deep base of class 3000 38
cement concrete at finish grade so that erected signs will be plumb with 39
roadway/sidewalk. The Contractor shall correct any misaligned socket sleeves at his own 40
expense. 41
42
8-21.3(5) Sign Relocation 43
(City of Pasco) 44
Section 8-21.3(5) is supplemented with the following: 45
46
Sign posts may be reused provided that they meet current City of Pasco Standards 47
and are not damaged during the removal and reinstallation process. Sign posts that 48
are already damaged shall not be reused. 49
50
51
52
CITY OF PASCO PROJECT NUMBER 12002
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8-22 Pavement Marking 1
2
8-22.1 Description 3
(Pasco Design & Construction Standards) 4
Section 8-22.1 is supplemented with the following: 5
6
This work includes temporary pavement markings as described in the Plans. 7
8
8-22.2 Materials 9
(Pasco Design & Construction Standards) 10
Section 8-22.2 is supplemented with the following: 11
12
Arrows, letters, symbols, stop lines, and crosswalks shall be Type B – Pre-formed Fused 13
Thermoplastic. All lines shall be Type A – Liquid Hot Applied Thermoplastic. Striping 14
material type may vary only with written approval from the City Engineer. 15
16
8-22.4 Measurement 17
(City of Pasco) 18
Replace the last two paragraphs of Section 8-22.4 with the following: 19
20
No specific unit of measure will apply to Removal of Pavement Markings, and is 21
considered incidental to other bid items. 22
23
8-22.5 Payment 24
(City of Pasco) 25
Section 8-22.5 is supplemented with the following: 26
27
No payment will be made for “Removal of Pavement Markings”, and is considered 28
incidental to other bid items. 29
30
8-23 Temporary Pavement Markings 31
32
8-23.4 Measurement 33
(City of Pasco) 34
Section 8-23.4 is replaced with the following: 35
36
No specific unit of measure will apply to “Temporary Pavement Markings”, and is 37
considered incidental to other bid items. 38
39
8-23.5 Payment 40
(City of Pasco) 41
Section 8-23.5 is replaced with the following: 42
43
No payment will be made for “Temporary Pavement Markings”, and is considered 44
incidental to other bid items. 45
46
47
SECTION 8-26, SEGMENTED BLOCK WALL 48
(*****) 49
Section 8-26 is added: 50
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
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1
8-26.1, Description 2
3
This Work consists of furnishing and construction of Segmented Block Walls. 4
5
8-26.2, Materials 6
Gravity block wall units shall be Allan Block, Inc. or approved equal, Straight Faced Allan 7
Block Classic block type. Each full block shall measure 8” height x 18” width x 12” depth and 8
weight 75 lbs each. 9
10
Block Allan Block Classic block 11
8” H x 12” D x 18” Long, 6 12
degree setback or 13
approved equal. 14
15
Block Color Grey 16
17
18
Free Draining Aggregate 9-03.9(3) Base Course or 19
Top Course, with no more 20
than 5% passing the 21
number 200 sieve. 22
23
Geotextile 9-33.2(1) 24
Crushed Surfacing 9-03.9(3) 25
26
8-26.3, Construction Requirements 27
28
The Contractor shall construct a segmented block retaining wall in conformance with the 29
contract plans, the manufacturer’s construction and design requirements, and the detail 30
drawings. The segmented block retaining wall shown on the plans is based on the Allan Block, 31
Classic Block with 6 degree setback design. Wall locations and heights are shown on the 32
contract plans. Similar size, finish and construction blocks by other manufactures will be 33
considered; however, the manufacture shall provide complete installation details, stamped 34
engineering drawings, and cross sections for the wall heights called for. All construction shall 35
be in full conformance with the manufacturer’s construction and design requirements for the 36
provided block manufacturer. 37
38
Subgrade shall be uniformly graded and prepared per 2-06.5(1), Subgrade, within 0.1 feet of 39
the design subgrade. 40
41
Geotextile 42
Filter fabric geotextile for Soil Separation shall be per WSDOT Standard Specification 9-43
33.2(1) Table 3, Separation Non-woven. For walls without reinforcing fabric layers, geotextile 44
shall be installed behind the free draining aggregate (between earth backfill and free draining 45
aggregate). Filter fabric shall extend vertically to the base of the crushed rock leveling pad 46
and to the top of the wall. Fabric shall be wrapped over the top of the free draining aggregate 47
backfill and extended to the back of the wall. Fabric shall be cut flush at the segmented wall. 48
49
Granular Backfill 50
Minimum 12-inches of Free Draining Aggregate shall be installed behind the segmented block 51
wall. 52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
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1
2
8-26.4 and 8-26.5, Measurement and Payment 3
4
Measurement will be by the square-foot face of the segmented block wall face, as measured 5
on the angle of the wall face. Wall shall be measured from top of wall to top of aggregate base 6
layer and will include area of buried blocks. 7
8
The unit contract price, per square foot face, for “Segmented Block Wall” shall be full 9
compensation for all labor, equipment and materials as required to provide and construct the 10
segmented block wall as specified, including excavation, labor, subgrade preparation, backfill, 11
compaction, base rock leveling pad, geotextile fabric, free draining aggregate, earth backfill, 12
and all miscellaneous items of work as required to provide a complete wall as called for on the 13
contract plans. 14
15
16
END OF DIVISION 8 17
18
CITY OF PASCO PROJECT NUMBER 12002
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126 of 146
DIVISION 9 MATERIALS 1
2
9-06 STRUCTURAL STEEL AND RELATED MATERIALS 3
4
9-06.16 Roadside Sign Structures 5
Section 9-06.16 is supplemented with the following: 6
7
(WSDOT GSP January 3, 2011) 8
Perforated Steel Square Sign Post System 9
Where noted in the Plans, steel sign post systems shall be square, pre-punched 10
galvanized steel tubing, that are NCHRP 350 Test Level 3 Certified and FHWA 11
approved. The steel sign post system shall include all anchor sleeves, and other 12
hardware required for a complete sign installation. 13
14
System Acceptance 15
Systems listed in the current QPL will be accepted per the QPL approval code. 16
Systems not listed in the QPL will be accepted based on a Supplier’s Certificate of 17
Compliance. The Supplier’s Certificate of Compliance will be a contract specific letter 18
from the supplier stating the system is NCHRP 350 Test Level 3 compliant. 19
20
9-28 SIGNING MATERIALS AND FABRICATION 21
22
9-28.14 Sign Support Structures 23
Section 9-28.14 is supplemented with the following: 24
25
(WSDOT GSP September 8, 2020) 26
Manufacturers for Steel Roadside Sign Supports 27
The Standard Plans lists several steel sign support types. These supports are 28
patented devices and many are sole-source. All of the sign support types listed below 29
are acceptable when shown in the Plans. 30
31
Steel Sign Support Type Manufacturer 32
Type TP-A & TP-B Transpo Industries, Inc. 33
34
Type PL, PL-T & PL-U Northwest Pipe Co. 35
36
Type AS Transpo Industries, Inc. 37
38
Type AP Transpo Industries, Inc. 39
40
Type ST 1, ST 2, ST 3, & ST 4 Ultimate Highway Solutions, Inc., 41
Allied Tube & Conduit Corp. (Mechanical 42
Division), 43
Trinity Highway Products, LLC. 44
45
Type SB-1, SB-2, & SB-3 Ultimate Highway Solutions, Inc., 46
Xcessories Squared Development and 47
Manufacturing Incorporated, 48
Trinity Highway Products, LLC. 49
50
51
9-29 ILLUMINATION, SIGNAL, ELECTRICAL 52
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
127 of 146
1
9-29.1 Conduit, Innerduct, and Outerduct 2
3
9-29.1(11) Foam Conduit Sealant 4
Section 9-29.1(11) is supplemented with the following: 5
6
(WSDOT GSP January 7, 2019) 7
The following products are accepted for use as foam conduit sealant: 8
9
• CRC Minimal Expansion Foam (No. 14077) 10
• Polywater FST Foam Duct Sealant 11
• Superior Industries Foam Seal 12
• Todol Duo Fill 400 13
14
15
9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes 16
Section 9-29.2 is supplemented with the following: 17
18
(WSDOT GSP September 3, 2019) 19
Slip-Resistant Surfacing for Junction Boxes, Cable Vaults, and Pull Boxes 20
Where slip-resistant junction boxes, cable vaults, or pull boxes are required, each box 21
or vault shall have slip-resistant surfacing material applied to the steel lid and frame of 22
the box or vault. Where the exposed portion of the frame is ½ inch wide or less, slip-23
resistant surfacing material may be omitted from that portion of the frame. 24
25
Slip-resistant surfacing material shall be identified with a permanent marking on the 26
underside of each box or vault lid where it is applied. The permanent marking shall be 27
formed with a mild steel weld bead, with a line thickness of at least 1/8 inch. The marking 28
shall include a two character identification code for the type of material used and the 29
year of manufacture or application. The following materials are approved for application 30
as slip-resistant material, and shall use the associated identification codes: 31
32
1. Harsco Industrial IKG, Mebac #1 - Steel: M1 33
34
2. W. S. Molnar Co., SlipNOT Grade 3 – Coarse: S3 35
36
3. Thermion, SafTrax TH604 Grade #1 – Coarse: T1 37
38
39
9-29.6 Light and Signal Standards 40
Section 9-29.6 is supplemented with the following: 41
42
(WSDOT GSP January 13, 2021) 43
Traffic Signal Standards 44
Traffic signal standards shall be furnished and installed in accordance with the 45
methods and materials noted in the applicable Standard Plans, pre-approved plans, 46
or special design plans. 47
48
All welds shall comply with the latest AASHTO Standard Specifications for Structural 49
Supports for Highway Signs, Luminaires and Traffic Signals. Welding inspection 50
shall comply with Section 6-03.3(25)A Welding Inspection. 51
52
CITY OF PASCO PROJECT NUMBER 12002
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Hardened washers shall be used with all signal arm connecting bolts instead of 1
lockwashers. All signal arm ASTM F 3125 Grade A325 connecting bolts tightening 2
shall comply with Section 6-03.3(33). 3
4
Traffic signal standard types, applicable characteristics, and foundation types are as 5
follows: 6
7
Type PPB 8
Pedestrian push button posts shall conform to Standard Plan J-20.10 or to one 9
of the following pre-approved plans: 10
11
Fabricator Pre-Approved Drawing No.
Valmont Ind.,
Inc. DB01165 Rev. B (4 sheets)
Ameron Pole
Products
Division
WA15TR10-1 Rev. C (1 sheet) and
WA15TR10-3 Rev. B (1 sheet)
Millerbend
Manufacturing,
Co.
74514-WA-PED-PPB Rev H (2 sheets)
12
Foundations shall be as noted in Standard Plan J-20.10 13
14
Type PS, Type I, Type RM, and Type FB 15
Type PS pedestrian signal standards, Type I vehicle signal standards, Type RM 16
ramp meter signal standards, and Type FB flashing beacon standards shall 17
conform to Standard Plan J-20.16, J-21.15, J-21.16, and J-22.15 respectively, 18
or to one of the following pre-approved plans: 19
20
Fabricator Pre-Approved Drawing No.
Valmont Ind.,
Inc. DB01165 Rev. B (4 sheets)
Ameron Pole
Products
Division
WA15TR10-1 Rev. C (1 sheet) and
WA15TR10-2 Rev. C (1 sheet)
Millerbend
Manufacturing,
Co.
74514-WA-PED-FB Rev. H (2 sheets)
Millerbend
Manufacturing
Co.
74514-WA-PED-SB Rev. H (2 sheets)
21
Foundations shall be as noted in Standard Plan J-21.10. 22
23
Type II 24
Type II signal standards are single mast arm signal standards with no luminaire 25
arm or extension. Type II standards shall conform to one of the following pre-26
approved plans. Maximum arm length (in feet) and wind load (XYZ value, in 27
cubic feet) is noted for each manufacturer. 28
29
Fabricator Pre-Approved
Drawing No.
Max. Arm
Length (ft)
Max. Wind
Load
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
129 of 146
(XYZ) (ft3)
Valmont Ind.,
Inc.
DB00162 Rev. B (5
sheets) 65 3206
Ameron Pole
Products
Division
WA15TR3724-1
Rev. C
(sheet 1 of 2), and
WA15TR3724-2
Rev. D
(sheet 2 of 2)
65 2935
Millerbend
Manufacturing,
Co.
74516-WA-TS-II
Rev. H (3 sheets) 65 3697
1
Foundations shall be as noted in the Plans and Standard Plan J-26.10. Type II 2
signal standards with two mast arms installed 90 degrees apart may use these 3
pre-approved drawings. Standards with two arms at any other angle are Type 4
SD and require special design. 5
6
Type III 7
Type III signal standards are single mast arm signal standards with one Type 1 8
(radial davit type) luminaire arm. The luminaire arm has a maximum length of 9
16 feet and a mounting height of 30, 35, 40, or 50 feet, as noted in the Plans. 10
Type III standards shall conform to one of the following pre-approved plans. 11
Maximum arm length (in feet) and wind load (XYZ value, in cubic feet) is noted 12
for each manufacturer. Wind load limit includes a luminaire arm up to 16 feet in 13
length. 14
15
Fabricator Pre-Approved Drawing
No.
Max.
Arm
Length
(ft)
Max. Wind
Load
(XYZ) (ft3)
Valmont Ind.,
Inc.
DB00162 Rev. B (5 sheets),
with Type “J” luminaire arm 65 3259
Ameron Pole
Products
Division
WA15TR3724-1 Rev. C
(sheet 1 of 2), and
WA15TR3724-2 Rev. D
(sheet 2 of 2),
with Series “J” luminaire
arm
65 2988
Millerbend
Manufacturing,
Co.
74516-WA-TS-III Rev. H (4
sheets) 65 3750
16
Foundations shall be as noted in the Plans and Standard Plan J-26.10. Type III 17
signal standards with two mast arms installed 90 degrees apart may use these 18
pre-approved drawings. Standards with two arms at any other angle are Type 19
SD and require special design. 20
21
Type IV 22
Type IV strain pole standards shall be consistent with the Plans and Standard 23
Plan J-27.15 or one of the following pre-approved plans: 24
25
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
130 of 146
Fabricator Pre-Approved Drawing No.
Valmont Ind.,
Inc. DB01167 Rev. B (2 sheets)
Ameron Pole
Products
Division
WA15TR15 Rev. A (2 sheets)
Millerbend
Manufacturing,
Co.
74554-WA-SP-IV Rev. H (2 sheets)
1
Foundations shall be as noted in the Plans and Standard Plan J-27.10. 2
3
Type V 4
Type V strain poles are combination strain pole and light standards, with Type 1 5
(radial davit type) luminaire arms. Luminaire rams may be up to 16 feet in length, 6
and a mounting height of 40 or 50 feet, as noted in the Plans. Type V strain poles 7
shall be consistent with the Plans and Standard Plan J-27.15 or one of the 8
following pre-approved plans: 9
10
Fabricator Pre-Approved Drawing No.
Valmont Ind.,
Inc. DB01167 Rev. B (2 sheets),
Ameron Pole
Products
Division
WA15TR15 Rev. A (2 sheets)
Millerbend
Manufacturing,
Co.
74554-WA-SP-V Rev. J (3 sheets)
11
Foundations shall be as noted in the Plans and Standard Plan J-27.10. 12
13
Type CCTV 14
Type CCTV camera pole standards shall conform to Standard Plan J-29.15 or 15
to one of the following pre-approved plans: 16
17
Fabricator Pre-Approved Drawing No.
Valmont Ind.,
Inc. DB01166 Rev. C (4 sheets)
Ameron Pole
Products
Division
WA15CCTV01 Rev. B (2 sheets)
Millerbend
Manufacturing,
Co.
74577-WA-LC1 Rev. H (2 sheets)
Millerbend
Manufacturing,
Co.
74577-WA-LC2 Rev. H (2 sheets)
Millerbend
Manufacturing,
Co.
74577-WA-LC3 Rev. H (3 sheets)
18
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
131 of 146
Foundations shall be as noted in the Plans and Standard Plan J-29.10. 1
2
Type SD 3
Type SD signal standards are outside the basic requirements of any pre-defined 4
signal standard and require special design. All special design shall be based on 5
the latest AASHTO Standard Specifications for Structural Supports for Highway 6
Signs, Luminaires and Traffic Signals and pre-approved plans and as follows: 7
8
1. A 115 mph wind loading shall be used. 9
10
2. The Mean Recurrence Interval shall be 1700 years. 11
12
3. Fatigue category shall be III. 13
14
Complete calculations for structural design, including anchor bolt details, shall 15
be prepared by a Professional Engineer, licensed under Title 18 RCW, State of 16
Washington, in the branch of Civil or Structural Engineering or by an individual 17
holding valid registration in another state as a civil or structural Engineer. 18
19
All shop drawings and the cover page of all calculation submittals shall carry the 20
Professional Engineer's original signature, date of signature, original seal, 21
registration number, and date of expiration. The cover page shall include the 22
contract number, contract title, and sequential index to calculation page 23
numbers. Two copies of the associated design calculations shall be submitted 24
for approval along with shop drawings. 25
26
Details for handholes and luminaire arm connections are available from the 27
Bridges and Structures Office. 28
29
Foundations for Type SD standards shall be as noted in the Plans. 30
31
32
9-29.10(1)B Light Emitting Diode (LED) Conventional Roadway Luminaires 33
(*******) 34
9-29.10(1)B is supplemented with the following: 35
36
Luminaire shall be Cobra-head configuration meeting I.E.S. Type II (Long) light 37
distribution pattern. 38
39
Luminaire shall be capable of using 120 – 277 Volt, 60 Hz power source. 40
41
Power voltage to luminaire shall be verified with Franklin County PUD No. 1 prior to 42
ordering luminaire. 43
44
Photoelectric control for luminaires shall be long life, plug-in type hermetically sealed unit 45
capable to operating between a maximum of 1.8 and 7.5 foot candles. The photoelectric 46
control shall be a multi-voltage unit comparable to “Ripley #6390L-BIC” or “Sun Tech 47
#TRS-2-FO”. The light sensing element shall be oriented to the north sky. 48
49
Pole and mast arm shall be per Franklin County PUD Drawing L-3.2. Pole shall be 34’ 50
height measured from ground elevation to mast arm connection. 51
52
CITY OF PASCO PROJECT NUMBER 12002
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Luminairie shall be manufactured by Cree: 100 W 1
2
3
9-29.13(6) Emergency Preemption 4
Section 9-29.13(6) is supplemented with the following: 5
6
Emergency vehicle preemption system shall be compatible with the existing emergency 7
vehicle emitters used in the City. The new system shall be in the Opticom series or 8
approved equal and installed in each traffic signal cabinet as shown in the Plans. 9
10
Equipment shall include all accessories necessary to make emergency vehicle 11
preemption system function, which may include interface panel, harness, mounting 12
equipment, card rack, cable and installation. 13
14
Approved equals shall meet the following equipment specifications: 15
16
Opticom Model 764 Phase Selector infrared- and GPS-based technology. 17
18
Opticom Model 768 Auxiliary Interface Panel infrared- and GPS-based technology 19
20
Opticom Model 3100 GPS Radio Unit (mast arm mount), including Model 1070 21
installation cable. 22
23
The emergency vehicle preemption system must be provided and installed by the 24
cabinet manufacturer. 25
26
27
(City of Pasco) 28
Add the following new section: 29
30
9-29.13(10)E Traffic Signal Controllers 31
32
Cabinet Minimum Requirements 33
The cabinet shall be completely wired and tested to the 2003 NEMA Traffic Controller 34
Assemblies specification with NTCIP Requirements Version 02.06 (as amended here 35
in). In addition, and at a minimum, the following requirements shall be met: 36
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
133 of 146
1
City of Pasco traffic signal cabinet specification shall supersede any applicable parts 2
of the State of Washington, Department of Transportation Standard Specifications 3
and Standard plans. 4
5
All cabinets shall be pre-approved by the City of Pasco prior to bid letting. 6
7
The cabinet shall be designed for 16 channel operation where each load switch 8
socket can be configured for a vehicle phase, pedestrian phase or overlap operation. 9
These load switch sockets shall be configured in this manor without rewiring the back 10
side of the load-bay. BIU load switch drivers 1-16 shall be wired to appropriate load 11
switch sockets via a terminal block located on the front side of the load bay so as to 12
allow checking voltage inputs to the load switch sockets without dropping the load 13
bay. 14
15
The cabinet shall be wired for up to a minimum of (32) channels of detection, (4) 16
channels of Opticom™ preemption. 17
18
The use of PC boards shall not be allowed except in detector racks, SDLC interface 19
panels or BIU cages. 20
21
The use of plug and play modules shall not be allowed, with the exception of detector 22
rack(s). 23
24
The cabinet shall be wired to provide a 55-pin “A” connector. 25
26
All cabinet 120VAC wires shall be 18AWG or greater, including controller “A” and 27
MMU “A & B” cables. 28
29
The complete cabinet assembly with electronics shall undergo complete input/output 30
function testing by the manufacturer before being released to the City of Pasco. 31
32
The wired cabinet facility shall use the latest technology applicable. 33
34
Cabinet Enclosure 35
At a minimum the cabinets shall meet the following criteria: 36
37
1. It shall have nominal dimensions of 56” high x 44” width x 25.5” depth and meet 38
the footprint dimensions as specified in Section 7.3, table 7-1 of NEMA TS2 39
standards for a Type P cabinet. The cabinet base shall have continuously welded 40
interior mounting reinforcement plates with the same anchor bolt hole pattern as the 41
footprint dimensions. 42
43
2. Shall be fabricated from 5052-H32 0.125-inch thick aluminum. 44
45
3. The cabinet shall be double-flanged where it meets the cabinet door. 46
47
4. The top of the cabinet shall be sloped 1” towards the rear to facilitate water runoff. 48
And shall bend at a 90° angle at the front of the cabinet. Lesser slope angles are not 49
allowed. 50
51
CITY OF PASCO PROJECT NUMBER 12002
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5. The inside of the cabinet shall utilize C channel rails. (2) Welded on the back wall 1
on 34” center and (4) welded on each side wall on 08” center with 04” between sets. 2
The C channel rails on the back wall shall be 35” in length and start 4.75” from the 3
bottom of the cabinet interior. The C channel rails on the side walls shall be 48” in 4
length and start 5” from the bottom of the cabinet interior. Adjustable rails are not 5
allowed. 6
7
6. The Cabinet shall be supplied with the following finishes; the interior natural mill 8
finish. The exterior natural mill finish. 9
10
7. All external fasteners shall be stainless steel. Pop rivets shall not be allowed on 11
any external surface. 12
13
8. The door handle shall be ¾” round stock stainless steel bar. The door handle shall 14
rotate clockwise to open the cabinet so handle does not cause interference with key 15
when opening the door. 16
17
9. The main door shall contain a police door with a conventional police lock. A key 18
shall be provided for both the cabinet lock and the police door lock. The police door 19
shall be recessed into the main door so that the police door is flush with the main 20
door. A closed-cell, neoprene gasket shall be bonded to the enclosure doors. The 21
gaskets shall cover all areas where the doors contact the double flanged cabinet 22
housing exterior and be thick enough to provide a watertight seal. A stiffener plate 23
shall be welded across the width of the inside of the main door to prevent flexing. A 24
main door bar stop shall be a two-position, three-point stop that accommodates 25
open-angles at 90, 125, and 150 degrees. A louvered air entrance located at the 26
bottom of the main door shall satisfy NEMA rod entry test requirements for 3R 27
ventilated enclosures. Bearing rollers shall be applied to ends of door latches to 28
discourage metal-on-metal surfaces from rubbing. The lock assembly shall be 29
positioned so handle does not cause interference with key when opening the door. 30
31
10. The cabinet shall be equipped with a universal lock brackets capable of accepting 32
a Best™ style lock and a Corbin #2 tumbler series lock. The cabinet shall come 33
equipped with a Best™ style lock and green construction core. 34
35
11. The cabinet shall be supplied with one (1) door switch which control the cabinet 36
interior lighting circuits. 37
38
12. All exterior seams shall be manufactured with a neatly formed continuously weld 39
construction. The weld for the police and generator bypass box door shall be done on 40
the inside of the cabinet door. All welds shall be free from burrs, cracks, blowholes or 41
other irregularities. 42
43
13. The fan baffle panel seams shall be sealed with RTV sealant or equivalent 44
material on the interior of the cabinet. 45
46
14. The cabinet shall be UL listed. 47
48
15. The cabinet shall come with lifting ears affixed to the upper exterior of the 49
cabinet. These ears shall utilize only one bolt for easy reorientation. 50
51
CITY OF PASCO PROJECT NUMBER 12002
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16. The cabinet shall come with one (1) dual-ply Dustlock™ Media polyester, 1
disposable air filter; and the filter performance shall conform to listed UL 900 Class 2 2
and conform to MERV-8 & ASHRAE Standard 52.2-1999. The filter element shall be 3
secured to louvered entrance on the main door with Velcro type mounting on all four 4
edges. 5
6
17. The cabinet door shall be mounted with a single continuous stainless steel piano 7
hinge that runs the length of the door. The hinge shall be attaching via stainless 8
steel tamper resistant bolts. 9
10
18. All steel incorporated in the cabinet shell shall be manufactured in the United 11
States of America, and shall meet the requirements of Section 1605 of the American 12
Recovery and Reinvestment Act of 2009. 13
14
Labels 15
A permanent printed thermo vinyl, engraved or silk screened label shall be provided 16
for all terminals and sockets. Labels shall be legible and shall not be obstructed by 17
cabinet wiring, panels or cables. All labels shall conform to the designations on the 18
cabinet wiring prints. 19
20
Shelves 21
Shall come with two (2) double beveled shelves 10” deep that are reinforced welded 22
with V channel, fabricated from 5052-H32 0.125-inch thick aluminum with double 23
flanged edges rolled front to back. Slotted hole shall be inserted every 8” for the 24
purpose of tying off wire bundles. There shall also be a 9.50” wide by 9.25” deep 25
heater shelf. The shelf shall have a 0.63” lip to prevent items from vibrating off the 26
edge. 27
28
Cabinet Layout 29
The shelves shall be populated as follows: 30
The controller and monitor shall be placed on the bottom shelf. 31
The two (2) detector racks and power supply shall be placed on the top shelf. 32
The roll out drawer shall be mounted under the bottom shelf just left of center. 33
Load bay shall be mounted on the back wall with 7” of clearance to the 34
bottom of the cabinet. 35
The detector panel for all field inputs shall be located on the lower left wall. 36
The 120VAC video power panel shall be mounted on the left wall above the 37
detector panel. 38
The SDLC and power supply interface panels shall be located on the left wall 39
between the shelves. 40
The load resistor panel shall be mounted on the lower left wall under the 41
bottom shelf. 42
The heater shelf shall be located on the lower right wall. 43
The power panel shall be located on the lower right wall, above the heater 44
shelf. 45
The second GFI shall be mounted on the lower right wall, just left of the 46
power panel. 47
The power strip shall be mounted on the right wall, at the top of the “C” 48
channel. 49
50
Ventilating Fans 51
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The cabinet shall be provided with two (2) finger safe fan mounted on the right and left sides 1
of the cabinet plenum. The fans shall be thermostatically controlled separately (adjustable 2
between 4-176° Fahrenheit). Each fan shall have its own circuit consisting of the following 3
components. The safe touch thermostat, fuse holder and power terminal block(s). These 4
items shall be din rail mounted on right and left side of cabinet plenum. Each fan shall be on 5
separate independent circuit and capable of continued independent operation. 6
7
Computer Shelf 8
A slide-out computer shelf 16” length by 12” width by 2” depth shall be installed below the 9
middle shelf underneath the controller. The shelf shall be mounted just right of center so that 10
controller cables will not interfere with the operation of the shelf when equipment is installed. 11
The shelf shall have a hinged cover that opens from the front and shall be powder-coated 12
black. It shall be a General Devices Part # VC4080-99-1168. The drawer when fully 13
extended shall hold up to 50lbs. 14
15
Main Panel Configuration (Load-Bay) 16
The design of the panel shall conform to NEMA TS2 Section 5, Terminals and Facilities, 17
unless modified herein. This panel shall be the termination point for the controller unit (CU) 18
MSA, (MMU) MSA & B cables, bus interface units 1 & 2 (BIU) and field terminal facilities. 19
The terminal and facilities layout shall be arranged in a manner that allows all equipment in 20
the cabinet and all screw terminals to be readily accessible by maintenance personnel. 21
22
The load-bay shall be fully wired and meet the following requirements: 23
The load-bay shall have the following dimensions; constructed from aluminum with a 24
nominal thickness of 0.125”, a maximum height of 19” and maximum width of 38” 25
including attached wiring bundles. 26
The entire assembly shall roll down and provide access to all of the back of panel 27
wiring. All solder terminals shall be accessible when the load-bay is rolled down. The 28
assembly shall be able to roll down without requiring other components, cables or 29
switches to be removed. 30
The load-bay shall be designed so that all other cabinet screw terminals are 31
accessible without removing cabinet electronics. 32
All the controller (CU) and malfunction management (MMU) cables shall be routed 33
through the back of the load-bay so that they will not be subject to damage during 34
load-bay roll down. 35
The top of the load-bay panel shall attach directly to Unistrut™ spring nuts without 36
the use of standoffs and spacers. 37
The load-bay shall be balanced such that it will not roll down when the Unistrut™ 38
spring nuts are removed, even when fully loaded with BIUs load switches, flasher. 39
The load-bay facility shall be wired for 16 channels. Load switch(s) 1-8 shall be 40
vehicle phases 1-8; load switch(s) 9-12 shall be pedestrian phases 2, 4. 6 & 8; load 41
switches 13-16 shall be overlaps A, B, C & D. All Load switches shall be routed 42
through a flash transfer relay. 43
(16) Load switch sockets spaced on 2” center per NEMA TS2 section 5.3.1.2, figure 44
5-2. 45
(8) Flash transfer relay sockets. 46
(1) Flasher socket. 47
All load switches and flasher shall be supported by a bracket extending at least ½ the 48
length of the load switch. 49
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(2) Bus interface unit rack slots for BIU’s 1 and 2. The load-bay must have space 1
available for a 3rd BIU. All of the cabinet BIU’s shall fit into one rack in the top left 2
corner of the load-bay. Multiple racks are not allowed. 3
BIU wires connection to the PCB shall be two (2) 34 pin connectors. These 4
connectors shall have locking latches. 5
All BIU wiring shall be soldered to backside of a screw terminal. The screw terminals 6
provide access to all functions of BIUs. 7
Wiring for one Type-16 MMU. All MMU wiring shall be soldered to backside of a 8
screw terminal. The screw terminals provide access to all functions of the MMU. 9
All 24 VDC relays shall have the same base socket, but it shall be different from the 10
120VAC relays. 11
All 120VAC relays shall have the same base socket, but it shall be different from the 12
24VDC relays. (not applicable to flash transfer relays). 13
Shall have a relay that drops +24VDC to load switches when the cabinet is in flash. 14
There shall be a wire between the pedestrian yellow field terminals and another 15
terminal on the load bay. The MMU channel 9-12 yellows shall terminate next to said 16
pedestrian yellows terminal. 17
The load-bay shall be silkscreened on both sides. Silkscreen shall be numbers and 18
functions on the front side, and numbers only on the back side. 19
Field wiring terminations shall be per channel across the bottom of the load-bay. 20
Each channel shall have 3 terminations corresponding to the appropriate vehicle 21
phase Red, Yellow and Green. Default wiring shall be left to right vehicle phases 1-8, 22
pedestrian phases 2, 4, 6 & 8 and overlap channels A, B, C & D following the order of 23
the load switches. Field terminals shall be #10 screw terminal and be rated for 600V. 24
All cable wires shall be terminated. No tie-off of unused terminals will be allowed. 25
Shall be 100% manufactured in the United States of America 26
27
All wiring shall conform to NEMA TS2 Section 5.2.5 and table 5-1. Conductors shall conform 28
to military specification MIL-W-16878D, Electrical insulated high heat wire, type B. 29
Conductors #14 or larger shall be permitted to be UL type THHN. Main panel wiring shall 30
conform to the following colors and minimum wire sizes: 31
32
Vehicle green load switch output 14 gauge brown 33
Vehicle yellow load switch output 14 gauge yellow 34
Vehicle red load switch output 14 gauge red 35
Pedestrian Don’t Walk switch 14 gauge orange 36
Pedestrian Walk switch 14 gauge blue 37
Pedestrian Clearance load switch 14 gauge yellow 38
Vehicle green load switch input 22 gauge brown 39
Vehicle yellow load switch input 22 gauge yellow 40
Vehicle red load switch input 22 gauge red 41
Pedestrian Don’t Walk input 22 gauge orange 42
Pedestrian Walk input 22 gauge blue 43
Pedestrian Clearance input 22 gauge yellow 44
45
Logic Ground 18 gauge white with red tracer 46
+24V DC 18 gauge red with white tracer 47
+12V DC 18 gauge pink 48
AC+ Line 14 gauge black 49
AC- Line 14 gauge white 50
Earth Ground 16 gauge green 51
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1
AC line (load bay) 12/14 gauge black 2
AC neutral (load bay) 12/14 gauge white 3
Controller A cables 22 gauge blue with the exception of power wires 4
(AC+ Black, AC- White & Earth Ground Green) 5
These wires shall be 18AWG 6
MMU A & B cables 22 gauge orange with the exception of power 7
wires (AC+ Black, AC- White & Earth Ground 8
Green Start Delay Relay Common Black, 9
Normally open Black & Normally Closed Black) 10
These wires shall be 18AWG 11
12
Four conductors will supply alternating current (AC) power to the load switch sockets. The 13
load switch sockets shall be supplied 1-4, 5-8, 9-12 & 13-16 by each conductor. 14
15
The vehicle field terminal blocks shall have a screw Type No. 10 post capable of accepting 16
no less than 3 No. 12 AWG wires fitted with spade connectors. Four (4) 12-position terminal 17
blocks shall be provided in a single row across the bottom of the main panel. Spade lugs 18
from internal cabinet wiring are not allowed on field terminal screws. There shall be a second 19
row of four (4) 12-position terminal blocks with screw type #10 above the field terminal 20
blocks. These blocks shall operate the flash program. It shall be changeable from the front of 21
the load bay. 22
23
The power terminal blocks shall have a screw Type No. 10 post capable of accepting no less 24
than 3 No. 12 AWG wires fitted with spade connectors. One (1) 12-position terminal block 25
shall be provided vertically on the right side of the load bay. The placement of the power 26
terminal block on any other panel shall not be allowed. 27
28
All load switches, flasher, and flash transfer relay sockets shall be marked and mounted with 29
screws. Rivets and clip-mounting is unacceptable. Wire size 16 AWG or smaller at solder 30
joints shall be hooked or looped around the eyelet or terminal block post prior to soldering to 31
ensure circuit integrity. All wires shall have lugs or terminal fittings when not soldered. Lap 32
joint/tack on soldering is not acceptable. All soldered connections shall be made with 60/40 33
solder and non-corrosive, non-conductive flux. All wiring shall be run neatly and shall use 34
mechanical clamps and conductors shall not be spliced between terminations. Cables shall 35
be sleeved in braided nylon mesh and wires shall not be exposed. 36
37
Load-Bay and Panel Wire Termination 38
All wires terminated behind the main panel or on the back side of other panels shall be 39
SOLDERED. No pressure or solder-less connectors shall be used. Printed circuit boards 40
shall only be used on the load bay where connecting to the bus interface units (BIU). 41
42
Cabinet Light Assembly 43
The cabinet shall have an LED lighting fixture with 15 high power LEDs using a cool white 44
color emitting 300Im min @ 12VDC/750mA. The LED shall be a Rodeo Electronics TS-LED-45
05M02. The LED fixture shall be powered by a Mean Well class 2 power supply LPV-20-12 46
that shall be mounted on the inside top of the cabinet near the front edge. The cabinet light 47
circuit shall be designed so a second LED fixture can be installed in the cabinet without the 48
need a of a second power supply. If supplied it shall be attached under the cabinet drawer 49
so that it remains stationary when drawer is extended. An on/off switch that is turned on 50
when the cabinet door is opened and off when it is closed shall activate the lighting fixture(s) 51
power supply. 52
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1
Convenience Outlet 2
The cabinet shall be wired with one (1) convenience outlet with a ground fault interrupter 3
(GFI) and one (1) six position power strip outlet without ground fault interrupters. The first 4
ground fault outlet (GFI) shall be mounted on the power panel. The second GFI shall be 5
mounted on the right side just left of the power panel. The power strip outlet shall be 6
mounted on the right side at top of the “C” channel. No outlets shall be mounted on the door. 7
The first GFI power shall be fed through the auxiliary breaker (CB2). The second GFI power 8
shall be fed through the auxiliary-2 breaker (CB3).The power strip shall be fed through an 9
EDCO SHP300-10 transient voltage suppressor located on the cabinet power panel. There 10
shall be a 2-position terminal block on the power panel, between the power strip and the 11
EDCO SHP300-10 for easy replacement. 12
13
Auxiliary Panel 14
The cabinet shall include an auxiliary switch panel mounted to the interior side of the police 15
panel compartment on the cabinet door. The panel shall be secured to the police panel 16
compartment by (2) screws and shall be hinged at the bottom to allow access to the 17
soldered side of the switches with the use of only a Phillips screwdriver. Both sides of the 18
panel shall be silkscreened. Silk-screening on the backside of the switch panel shall be 19
upside down so that when the panel is opened for maintenance the silk-screening will be 20
right side up. All of the switches shall be protected by a hinged see-through Plexiglas cover. 21
22
At a minimum the following switches shall be included; 23
24
Controller ON/OFF Switch: There shall be a switch that renders the controller and load-25
switching devices electrically dead while maintaining flashing operations for purpose of 26
changing the controller or load-switching devices. The switch shall be a general-purpose bat 27
style toggle switch with .688-inch long bat. 28
29
Signals ON/OFF Switch: There shall be a switch that renders the field signal displays 30
electrically dead while maintaining controller operation for purpose of monitoring controller 31
operations. The switch shall be a general-purpose bat style toggle switch with .688-inch long 32
bat. 33
Stop Time Switch: There shall be a 3-position switch labeled “Normal” (up), “Off” (center), 34
and “On” (down). With the switch in the “Normal” position, a stop timing command shall be 35
applied to the controller by the police flash switch or the MMU (Malfunction Management 36
Unit). When the switch is in its “Off” position, stop timing commands shall be removed from 37
the controller. The “On” position shall cause the controller to stop time. The switch shall be a 38
general-purpose bat style toggle switch with .688-inch long bat. There shall be a red LED 39
indicator light that illuminates when stop time is applied. 40
41
Technician Flash Switch: There shall be a switch that places the field signal displays in 42
flashing operation while the controller continues to operate. This flash shall have no effect on 43
the operation of the controller or MMU. The switch shall be a general-purpose bat style 44
toggle switch with .688-inch long bat. 45
46
Pre-empt Test Switches: Six (6) preempt inputs shall have disconnect/test switches. These 47
switches shall have 3 positions labeled “On” (up) which shall connect the Opticom output to 48
the controller, “Off” (center) which shall disconnect the Opticom output to the controller, and 49
“Test” (down) which shall provide a momentary true input to the controller. These switches 50
shall be labeled 1, 2, 3, 4, 5 and 6. 51
52
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Police Panel 1
Behind the police panel door there shall be switches for use by emergency personnel. The 2
wiring for these switches shall be accessible when the auxiliary panel is open. The following 3
switches shall be included; 4
5
Flash Switch: There shall be a switch for the police that puts the cabinet into flashing 6
operations. The switch shall have two positions, “Auto” (up) and “Flash” (down). The “Auto” 7
position shall allow normal signal operation. The “Flash” position shall immediately cause all 8
signal displays to flash as programmed for emergency flash and apply stop time to the 9
controller. When the police flash switch is returned to “Auto”, the controller shall restart 10
except when the MMU has commanded flash operation. The effect shall be to disable the 11
police panel switch when the MMU has detected a malfunction and all controller and MMU 12
indications shall be available to the technician regardless of the position of the police flash 13
switch. The switch shall be a general-purpose bat style toggle switch with .688-inch long bat. 14
15
Signals ON/OFF Switch: There shall be a switch that renders the field signal displays 16
electrically dead while maintaining controller operation for purpose of monitoring controller 17
operations. The switch shall be a general-purpose bat style toggle switch with .688-inch long 18
bat. 19
20
Cables 21
All wire cable bundles shall be encased in flex or expandable braided sleeving along their 22
entire free length. 23
24
All SDLC cables shall be terminated on both ends, securely terminated to the SDLC 25
interface panel with screw type connection and professionally routed in the cabinet interior to 26
easily reach the load bay, controller, malfunction management unit and detector racks. All 27
SDLC connectors shall be fully populated with 15 pins each. 28
29
Flashing Operation 30
All cabinets shall be wired to flash for all vehicle channels. Flashing operation shall alternate 31
between the used vehicle phases 1, 3, 5, 7, OLA, OLC, load switches 9, 11 and 2, 4, 6, 8, 32
OLB, OLD, load switches 10, 12. Flash programming shall be either red, yellow or no flash 33
simply by changing wires on the front of the load-bay. 34
35
Detector Racks 36
At a minimum, the cabinet shall be wired to accommodate (32) channels of detection. One 37
detector rack support (16) channels of loop detection, (1) Buss Interface Unit (BIU) and (4) 38
channel of Opticom™. One detector rack shall support (16) channels of loop detection and 39
one (1) Buss Interface Unit (BIU). These racks shall be capable of using both two channel or 40
four channel detection devices or Opticom™ cards. The loop cabling shall be connected via 41
a 37 pin DB connector using spring clips. The Opticom cable shall be connected via a 24 pin 42
connector using locking latches. The power cable shall be a 6 pin connector. All power wires 43
shall be 18AWG. The addressing of detector racks shall be accomplished via dipswitches 44
mounted to the PCB. There shall be the capability to turn off the TS2 status to the BIU for 45
the uses of TS1 detector equipment via dipswitches mounted to the PCB. There shall be a 46
34 pin connector using locking latches that breaks the output from the detector to the input of 47
the BIU, there shall also be +24VDC and logic ground on this connector. All racks shall have 48
space at the bottom front for labeling. All racks shall be designed for horizontal stacking. 49
Separate racks for detection and preemption are not allowed. 50
51
768 Panel 52
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There shall be an Opticom™ GTT 768 interface panel installed in the cabinet. At a minimum 1
it shall be soldered to the load switch green outputs and to the advanced vehicle preemption 2
terminal block on the detector panel. This panel shall have a protective plastic cover. It shall 3
be mounted on the lower right wall of the cabinet, under the bottom shelf. 4
5
Detection Panel 6
The detection panel shall support (32) channels of vehicle detection, (4) channels of 7
emergency vehicle preemption detection, (8) channels of pedestrian detection and (8) 8
pedestrian returns on a single panel. The loop wires shall be a 22AWG twisted pair, color 9
coded as follows. Channel one brown, channel two red, channel three orange and channel 10
four yellow. One of the twisted pair wires of all colors shall have a white tracer and land on 11
the second position terminal of each loop. The emergency preempt wires shall be color 12
coded as follows. +24VDC orange, preempt inputs yellow and ground blue. This panel will 13
be mounted on the left side of the cabinet below the bottom shelf. The panel shall also 14
include a (19) position solid aluminum, tin plated neutral and ground buss bars with raised 15
slotted & torque style screws heads. They shall be mounted vertically at the bottom of the 16
panel. 17
18
Power Supply Interface Panel 19
The power supply interface panel shall include terminations for all the cabinet power supply 20
inputs and outputs. It shall have a protective plastic cover. This panel shall be mounted on 21
the left wall of the cabinet. 22
23
Video Detection Panel 24
The video detection interface panel shall be the single point interface for video power and 25
coax cabling. The panel shall have (6) individual coax surge arrestor EDCO CX06-M and 1 26
amp circuit breaker so that individual cameras can be replaced in the field without disrupting 27
the entire video detection system. A 10 position terminal block with #8 screws, to provide 28
termination for 120VAC and camera 120AC line. A solid aluminum tin plated neutral and 29
ground buss bar with raised slotted & torque style screw heads shall also be mounted to this 30
panel. 31
32
Supplemental Loads 33
Vehicle phases 1, 3, 5 and 7 yellow and green indications shall be load with 2K-ohm, 5% 34
resistor. Each load resistor shall be soldered to the backside of the load switch sockets and 35
easily accessed from the backside of the main panel. 36
37
There shall be a supplemental load panel with (4) 2.5K-ohm, 10-watt panel mount resistor. 38
One side terminated to a (4) position terminal block tied to neutral. The other side terminated 39
to another (4) position terminal block. This block shall be left open for future loading in the 40
cabinet. 41
42
Service Surge Suppression 43
The cabinet shall be equipped with an EDCO model SHP300-10 or approved equivalent 44
surge arrestor mounted on the power panel. Power to all cabinet electronic equipment and 45
power strip shall come through this surge suppression circuit. 46
47
Power Panel 48
The power panel shall handle all the power distribution and protection for the cabinet and 49
shall be mounted in the bottom right side of the facility. All equipment shall be mounted on a 50
12” x 17” silkscreened aluminum panel and include at a minimum the following equipment: 51
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A 30-amp main breaker shall be supplied. This breaker shall supply power to the load 1
bay, load switches and auxiliary panel. The breaker shall supply power via the EDCO 2
SHP300-10 to the controller, MMU, power supply, detector racks & power strip. 3
A 15-amp auxiliary breaker shall supply power to the first fan, light and first GFI. 4
A 15-amp auxiliary breaker shall supply power to the second fan and second GFI. 5
A 60-amp, 125 VAC radio interference line filter. 6
An EDCO model SHP300-10 surge arrestor. 7
A normally open, 50-amp, solid-state relay. The relay shall have a green LED light that is 8
on when energized. (No Mercury Contactors shall be allowed). 9
One see-through Plexiglas cover on stand-offs to protect maintenance personnel from 10
AC line voltages. This shall be removable by loosening screws but without removing 11
screws. 12
Two (19) position solid aluminum, tin plated neutral buss bar with raised slotted & torque 13
style screw heads. No tube bars shall be allowed. 14
One (19) position solid aluminum, tin plated ground buss bar with raised slotted & torque 15
style screw heads. No tube bars shall be allowed. 16
Two MOVs shall be terminated on the 120AC in field terminal. One tied between line and 17
ground, the other between neutral and ground. 18
19
Manuals & Documentation 20
The cabinet shall be furnished with (3) complete sets of cabinet prints. All cabinet wiring, and 21
layout shall come on (1) E1 size sheet, multiple pages shall not be allowed. Upon request (1) 22
CDROM with AutoCAD v2008 cabinet drawing for the cabinet wiring. 23
24
Ethernet Switch 25
The cabinet shall come with a 10 port Ethernet switch. Eight ports of 10/100TX and two ports 26
of 1000base single-mode fiber with LC ports with 10km distance. The Ethernet switch shall 27
support all of the following minimum requirements; rapid spanning tree protocol (IEEE 28
802.1w), quality of service (IEEE802.1p), virtual local area networks (VLAN) tagging (IEEE 29
802.1q), IGMP snooping, port mirroring, broadcast storm filtering, and simple network 30
management protocol (SNMP). The Ethernet switch shall be a RuggedCom model RS900G-31
HI-D-182SFP-XX or approved equivalent. The following cables and cords shall be supplied 32
with the Ethernet switch: 33
Two single mode patch cords (LC to LC) two meter 34
One 16 gauge 3 conductor power adapter 35
Four Cat6 patch cables five meter 36
37
Malfunction Management Unit (MMU) 38
The cabinet shall come with a (MMU) that meets all the requirements of NEMA TS2-2003 39
while remaining downward compatible with NEMA TS1. It shall have (2) high contrast LCD 40
displays and an internal diagnostic wizard. It shall come with a 10/100 ethernet port. It shall 41
come with software to run flashing yellow arrow operation. The MMU shall be an Eberle 42
Design, Inc. model MMU2-16LEip or approved equivalent. 43
44
Load Switch 45
The cabinet shall come with (16) load switches. All load switches shall be discreet type and 46
have LED indications for both the input and output side of the load. The load switches shall 47
be PDC model SSS-86I/O or approved equivalent. 48
49
Flasher 50
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The cabinet shall come with (1) flasher. The flasher shall be discrete type and have LED 1
indications. The flasher shall be PDC model SSF-86-3 or approved equivalent. 2
3
Flasher Transfer Relay 4
The cabinet shall come with (8) heavy duty flash transfer relays. The relays shall be Detrol 5
Controls model 295 or approved equivalent. 6
7
8
(City of Pasco) 9
Add the following new section: 10
11
9-29.18(3) Video Detectors 12
13
Contractor shall provide and use radar/video combination detection for the traffic signal. 14
Contractor shall use Iteris Vantage Vector video and radar sensor detection system and 15
accessories, or approved equal, for this work. 16
17
9-29.19 Pedestrian Push Buttons 18
Section 9-29.19 is supplemented with the following: 19
20
(WSDOT GSP January 13, 2021) 21
Accessible Pedestrian Signal (APS) Pushbuttons 22
When required in the Contract, APS Pushbuttons shall be provided. Each accessible 23
pedestrian signal (APS) shall be a complete APS pushbutton system at each 24
pedestrian pushbutton location shown in the Plans. Equipment shall be one of the 25
following systems: 26
27
1. Campbell Company: Guardian Accessible Pedestrian Station; Part Number: 28
501-0811T/512 29
30
2. Novax / Pelco Products: IntelliCross Intelligent Pedestrian System APS; 31
Part Number: SE-2901-P30 9x15 32
33
3. Polara EZ Comm Navigator 4-Wire (EN4); Part Number: EN43TN1-B 34
35
Only one brand of equipment shall be used for the entire Contract. 36
37
Each pushbutton station shall include the following: 38
39
1. Flat dark green colored housing. 40
41
2. High contrast pushbutton arrow (dark on a light background or light on a 42
dark background). White on silver or silver on white are not acceptable as 43
high contrast. 44
45
3. Integral 9” x 15” R10-3e Sign. Braille shall not be included. Adaptor plates 46
shall be included if required to accommodate the sign. 47
48
4. Appropriate interface unit for installation in associated pedestrian display: 49
50
a. Campbell: Signal Power Interface (SPI) Unit 51
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1
b. Novax/Pelco: Power Interface Module (PIM) 2
3
c. Polara: Ped Head Control Unit for 4 Wire Navigator (PHCU4W) Module 4
5
5. Percussive tone / rapid tick walk indication. 6
7
6. Voice messages, as specified below, pre-installed. Voice shall be male. 8
9
7. Interconnect cable for installation between pushbutton station and 10
pedestrian display interface unit. Unless otherwise specified in the 11
Contract, cable shall be provided by the pushbutton manufacturer. Cable 12
may be standard four conductor cable meeting the requirements of 13
Standard Specification 9-29.3(2)B if it meets the pushbutton manufacturers 14
requirements. 15
16
The following shall be provided at each intersection: 17
18
1. One USB flash drive with copies of all voice message audio files for that 19
intersection, placed in the traffic signal cabinet drawer or drawing envelope. 20
A separate flash drive is required for each intersection. 21
22
2. One USB cable of the appropriate type (A to A, A to B, male/female, etc.), 23
placed in the traffic signal cabinet drawer or drawing envelope. 24
25
Any other equipment or software required by the manufacturer for setup, operation, 26
and maintenance of the pushbutton stations shall be provided. 27
28
Dual button adaptor brackets are required for all installations with two APS 29
pushbuttons on the same Type PPB, Type PS, or Type I Signal Standard. Where 30
dual button adaptor brackets or extension brackets are required, they shall be 31
obtained from the same manufacturer as the pushbutton station. Brackets and 32
extensions from other manufacturers shall not be used. 33
34
APS Speech Messages 35
Speech messages shall be provided in the following format: 36
37
• “Wait.” 38
• “Wait to cross ____(A)_____ at _____(B)_____.” 39
• “Walk sign is on to cross ____(A)_____.” 40
41
The following table lists the entries for (A) and (B) above, as well as quantities for 42
button and arrow orientations: 43
44
Street (A) Street (B) Arrow Direction QTY
North 20th Avenue Argent Road L 3
North 20th Avenue Argent Road R 1
Argent Road North 20th Avenue R 1
Argent Road North 20th Avenue L 3
The right turn lane North 20th Avenue L 2
The right turn lane North 20th Avenue R 2
45
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
145 of 146
Order forms shall be completed by the Contractor using the information presented 1
above. 2
3
4
(City of Pasco) 5
Add the following new section: 6
7
9-29.26 Data Aggregator 8
9
Data Aggregator shall be installed in the traffic signal cabinet as shown in the Plans and 10
shall be iCITE G2 Data Aggregator Model DA-300, or approved equal. The device shall 11
have the ability to connect to a NEMA TS-2 traffic controller via Ethernet or SDLC port to 12
retrieve real-time detection and intersection status. The Data Aggregator must be 13
provided and installed by the cabinet manufacturer. 14
15
16
9-30 Water Distribution Materials 17
18
Section 9-30.1(1) Ductile Iron Pipe is amended with the following: 19
20
Ductile Iron Pipe shall be Special Thickness class 52, cement mortor lined. 21
22
9-34 Pavement Marking Material 23
24
9-34.2(2) Color 25
Each reference to “Federal Standard 595” is revised to read “SAE AMS Standard 595”. 26
27
9-34.3 Plastic 28
In the first sentence of the last paragraph, “Federal Standard 595” is revised to read “SAE 29
AMS Standard 595”. 30
31
9-34.3(2) Type B – Pre-Formed Fused Thermoplastic 32
In the last two paragraphs, each reference to “Federal Standard 595” is revised to read “SAE 33
AMS Standard 595”. 34
35
9-34.7(1) Requirements 36
The first paragraph is revised to read: 37
38
Field performance evaluation is required for low VOC solvent-based paint per Section 9-39
34.2(4), Type A – liquid hot applied thermoplastic per Section 9-34.3(1), Type B – 40
preformed fused thermoplastic per Section 9-34.3(2), Type C – cold applied preformed 41
tape per Section 9-34.3(3), and Type D – liquid applied methyl methacrylate per Section 42
9-34.3(4). 43
44
The last paragraph is deleted. 45
46
9-34.7(1)C Auto No-Track Time 47
The first paragraph is revised to read: 48
49
Auto No-Track Time will only be required for low VOC solvent-based paint in accordance 50
with Section 9-34.2(4). 51
CITY OF PASCO PROJECT NUMBER 12002
Argent Road Widening Phase 1
146 of 146
1
The second and third sentences of the second paragraph are deleted. 2
3
4
5
END DIVISION 9 6
7
8
9
(September 2020) 10
Standard Plans 11
The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-12
01 transmitted under Publications Transmittal, effective September 2020 is made a part of this 13
contract. 14
15
16
Wage Rates
WA State Prevailing Wage Rates ..........................................................................................................SWR-1
Benefit Code Key .................................................................................................................................. BCK-1
Labor & Industries Policy Statement ....................................................................................................... LI-1
5/20/2021 https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govdelivery
1/19
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: 5/20/2021
County Trade Job Classification Wage Holiday Overtime Note *Risk
Class
Franklin Asbestos Abatement Workers Journey Level $42.54 5D 1H View
Franklin Boilermakers Journey Level $70.79 5N 1C View
Franklin Brick Mason Journey Level $51.84 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 $49.27 7E 4X 8N View
Franklin Carpenters Bridge, Dock & Wharf
Carpenter
$50.53 7E 4X 8N View
Franklin Carpenters Floor Layer & Floor Finisher $49.27 7E 4X 8N View
Franklin Carpenters Form Builder $49.27 7E 4X 8N View
Franklin Carpenters General Carpenter $49.27 7E 4X 8N View
Franklin Carpenters Heavy Construction Carpenter $54.48 7E 4X 9E View
Franklin Carpenters Scaffold/Shoring Erecting &
Dismantling
$54.48 7E 4X 8N View
Franklin Cement Masons Journey Level $46.83 7B 1N View
Franklin Divers & Tenders Assistant Tender $56.73 7E 4X View
Franklin Divers & Tenders Dive Supervisors $104.98 7E 4X View
Franklin Divers & Tenders Diver $103.48 7E 4X 8V View
Franklin Divers & Tenders Diver on Standby $60.42 7E 4X View
Franklin Divers & Tenders Diver Tender $59.42 7E 4X View
Franklin Divers & Tenders Diving Master $70.53 7E 4X View
Franklin Divers & Tenders Manifold Operator $59.42 7E 4X View
Franklin Divers & Tenders Manifold Operator Mixed Gas $63.42 7E 4X View
Franklin Divers & Tenders Remote Operated Vehicle
Operator
$59.42 7E 4X View
Franklin Divers & Tenders Remote Operated Vehicle
Tender/Technician
$56.73 7E 4X View
Franklin Divers & Tenders Surface RCV & ROV Operator $59.42 7E 4X View
SWR-1
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Franklin Dredge Workers Assistant Engineer $70.62 5D 3F View
Franklin Dredge Workers Assistant Mate (Deckhand)$70.07 5D 3F View
Franklin Dredge Workers Boatmen $70.62 5D 3F View
Franklin Dredge Workers Engineer Welder $71.97 5D 3F View
Franklin Dredge Workers Leverman, Hydraulic $73.41 5D 3F View
Franklin Dredge Workers Mates $70.62 5D 3F View
Franklin Dredge Workers Oiler $70.07 5D 3F View
Franklin Drywall Applicator Journey Level $49.27 7E 4X 8N View
Franklin Drywall Tapers Journey Level $44.38 7E 1P View
Franklin Electrical Fixture Maintenance
Workers
Journey Level $13.69 1 View
Franklin Electricians - Inside Cable Splicer $73.13 5A 1E View
Franklin Electricians - Inside Journey Level $70.64 5A 1E View
Franklin Electricians - Inside Welder $75.60 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 $42.54 7B 1M 8Z View
Franklin Fence Erectors Fence Erector $42.54 7B 1M 8Z View
Franklin Flaggers Journey Level $40.44 7B 1M 8Z View
Franklin Glaziers Journey Level $34.56 7L 4L View
Franklin Heat & Frost Insulators And
Asbestos Workers
Journey Level $55.24 5K 1U View
Franklin Heating Equipment Mechanics Journey Level $66.06 5A 1X View
Franklin Hod Carriers & Mason Tenders Journey Level $43.39 7B 1M 8Z View
Franklin Industrial Power Vacuum Journey Level $13.69 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 $49.27 7E 4X 8N View
Franklin Ironworkers Journeyman $64.91 7N 1O View
Franklin Laborers Air And Hydraulic Track Drill $43.08 7B 1M 8Z View
Franklin Laborers Asphalt Raker $43.08 7B 1M 8Z View
Franklin Laborers Asphalt Roller, Walking $42.81 7B 1M 8Z View
Franklin Laborers Brick Pavers $42.54 7B 1M 8Z View
Franklin Laborers Brush Hog Feeder $42.54 7B 1M 8Z View
Franklin Laborers Brush Machine $43.08 7B 1M 8Z View
Franklin Laborers Caisson Worker, Free AIr $43.08 7B 1M 8Z View
Franklin Laborers Carpenter Tender $42.54 7B 1M 8Z View
Franklin Laborers Cement Finisher Tender $42.81 7B 1M 8Z View
Franklin Laborers Cement Handler $42.54 7B 1M 8Z View
Franklin Laborers Chain Saw Operator & Faller $43.08 7B 1M 8Z View
Franklin Laborers Clean-up Laborer $42.54 7B 1M 8Z View
Franklin Laborers Compaction Equipment $42.81 7B 1M 8Z View
Franklin Laborers Concrete Crewman $42.54 7B 1M 8Z View
Franklin Laborers Concrete Saw, Walking $42.81 7B 1M 8Z View
Franklin Laborers Concrete Signalman $42.54 7B 1M 8Z View
Franklin Laborers Concrete Stack $43.08 7B 1M 8Z View
Franklin Laborers Confined Space Attendant $42.54 7B 1M 8Z View
Franklin Laborers Crusher Feeder $42.54 7B 1M 8Z View
Franklin Laborers Demolition $42.54 7B 1M 8Z View
Franklin Laborers Demolition Torch $42.81 7B 1M 8Z View
Franklin Laborers Dope Pot Fireman, Non-
mechanical
$42.81 7B 1M 8Z View
Franklin Laborers Driller Helper (when Required
To Move & Position Machine)
$42.81 7B 1M 8Z View
Franklin Laborers Drills With Dual Masts $43.36 7B 1M 8Z View
Franklin Laborers Dry Stack Walls $42.54 7B 1M 8Z View
Franklin Laborers Dumpman $42.54 7B 1M 8Z View
Franklin Laborers Erosion Control Laborer $42.54 7B 1M 8Z View
Franklin Laborers Final Detail Cleanup (i.e,
Dusting, Vacuuming, Window
$40.44 7B 1M 8Z View
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Cleaning; Not Construction
Debris Cleanup)
Franklin Laborers Firewatch $42.54 7B 1M 8Z View
Franklin Laborers Form Cleaning Machine
Feeder, Stacker
$42.54 7B 1M 8Z View
Franklin Laborers Form Setter, Paving $42.81 7B 1M 8Z View
Franklin Laborers General Laborer $42.54 7B 1M 8Z View
Franklin Laborers Grade Checker $45.07 7B 1M 8Z View
Franklin Laborers Grout Machine Header Tender $42.54 7B 1M 8Z View
Franklin Laborers Guard Rail $42.54 7B 1M 8Z View
Franklin Laborers Gunite $43.08 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
A)
$43.36 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
B)
$43.08 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
C)
$42.81 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
D)
$42.54 7B 1M 8Z View
Franklin Laborers Hdpe Or Similar Liner Installer $42.54 7B 1M 8Z View
Franklin Laborers High Scaler $43.08 7B 1M 8Z View
Franklin Laborers Jackhammer Operator Miner,
Class "b"
$42.81 7B 1M 8Z View
Franklin Laborers Laser Beam Operator $43.08 7B 1M 8Z View
Franklin Laborers Miner, Class "a"$42.54 7B 1M 8Z View
Franklin Laborers Miner, Class "c"$43.08 7B 1M 8Z View
Franklin Laborers Miner, Class "d"$43.36 7B 1M 8Z View
Franklin Laborers Monitor Operator, Air Track Or
Similar Mounting
$43.08 7B 1M 8Z View
Franklin Laborers Mortar Mixer $43.08 7B 1M 8Z View
Franklin Laborers Nipper $42.54 7B 1M 8Z View
Franklin Laborers Nozzleman $43.08 7B 1M 8Z View
Franklin Laborers Nozzleman, Water (to Include
Fire Hose), Air Or Steam
$42.81 7B 1M 8Z View
Franklin Laborers Pavement Breaker, 90 Lbs. &
Over
$43.08 7B 1M 8Z View
Franklin Laborers Pavement Breaker, Under 90
Lbs.
$42.81 7B 1M 8Z View
Franklin Laborers Pipelayer $43.08 7B 1M 8Z View
Franklin Laborers Pipelayer, Corrugated Metal
Culvert And Multi-plate.
$42.81 7B 1M 8Z View
Franklin Laborers Pipewrapper $43.08 7B 1M 8Z View
Franklin Laborers Plasterer Tenders $43.08 7B 1M 8Z View
Franklin Laborers Pot Tender $42.81 7B 1M 8Z View
Franklin Laborers Powderman $44.73 7B 1M 8Z View
Franklin Laborers Powederman Helper $42.81 7B 1M 8Z View
Franklin Laborers Power Buggy Operator $42.81 7B 1M 8Z View
Franklin Laborers Power Tool Operator, Gas,
Electric, Pneumatic
$42.81 7B 1M 8Z View
Franklin Laborers Railroad Equipment, Power $42.81 7B 1M 8Z View
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Driven, Except Dual Mobile
Franklin Laborers Railroad Power Spiker Or
Puller, Dual Mobile
$42.81 7B 1M 8Z View
Franklin Laborers Remote Equipment Operator $43.36 7B 1M 8Z View
Franklin Laborers Remote Equipment Operator
(i.e Compaction And
Demolition)
$42.81 7B 1M 8Z View
Franklin Laborers Rigger/signal Person $42.81 7B 1M 8Z View
Franklin Laborers Riprap Person $42.54 7B 1M 8Z View
Franklin Laborers Rodder & Spreader $42.81 7B 1M 8Z View
Franklin Laborers Sandblast Tailhoseman $42.54 7B 1M 8Z View
Franklin Laborers Scaffold Erector, Wood Or
Steel
$42.54 7B 1M 8Z View
Franklin Laborers Stake Jumper $42.54 7B 1M 8Z View
Franklin Laborers Structural Mover $42.54 7B 1M 8Z View
Franklin Laborers Tailhoseman (water Nozzle)$42.54 7B 1M 8Z View
Franklin Laborers Timber Bucker & Faller (by
Hand)
$42.54 7B 1M 8Z View
Franklin Laborers Track Laborer (rr)$42.54 7B 1M 8Z View
Franklin Laborers Traffic Control Laborer $40.44 7B 1M 9D View
Franklin Laborers Traffic Control Supervisor $41.44 7B 1M 9E View
Franklin Laborers Trencher, Shawnee $42.81 7B 1M 8Z View
Franklin Laborers Trenchless Technology
Technician
$43.08 7B 1M 8Z View
Franklin Laborers Truck Loader $42.54 7B 1M 8Z View
Franklin Laborers Tugger Operator $42.81 7B 1M 8Z View
Franklin Laborers Vibrators, All $43.08 7B 1M 8Z View
Franklin Laborers Wagon Drills $42.81 7B 1M 8Z View
Franklin Laborers Water Pipe Liner $42.81 7B 1M 8Z View
Franklin Laborers Welder, Electrical, Manual Or
Automatic (hdpe Or Similar
Pipe And Liner)
$43.36 7B 1M 8Z View
Franklin Laborers Well-point Person $42.54 7B 1M 8Z View
Franklin Laborers Wheelbarrow, Power Driven $42.81 7B 1M 8Z View
Franklin Laborers - Underground Sewer
& Water
General Laborer & Topman $42.54 7B 1M 8Z View
Franklin Laborers - Underground Sewer
& Water
Pipe Layer $43.08 7B 1M 8Z View
Franklin Landscape Construction Landscape Laborer $40.44 7B 1M 9D View
Franklin Landscape Construction Landscape Operator $48.95 7B 4W 9A View
Franklin Landscape Maintenance Groundskeeper $15.09 1 View
Franklin Lathers Journey Level $49.27 7E 4X 8N View
Franklin Marble Setters Journey Level $51.84 5A 1M View
Franklin Metal Fabrication (In Shop)Fitter $13.69 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 $68.90 5A 1B View
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Franklin Modular Buildings Journey Level $13.69 1 View
Franklin Painters Commercial Painter $38.59 6Z 1W View
Franklin Painters Industrial Painter $45.99 6Z 1W 9D View
Franklin Pile Driver General Pile Driver $50.53 7E 4X 8N View
Franklin Pile Driver Heavy Construction Pile Driver $55.73 7E 4X 9E View
Franklin Plasterers Journey Level $46.51 7K 1N View
Franklin Playground & Park Equipment
Installers
Journey Level $13.69 1 View
Franklin Plumbers & Pipefitters Journey Level $85.00 6Z 1Q View
Franklin Power Equipment Operators A-frame Truck (2 Or More
Drums)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators A-frame Truck (single Drum)$48.18 7B 4W 9A View
Franklin Power Equipment Operators Asphalt Plant Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators Assistant Plant Operator,
Fireman Or Pugmixer (asphalt)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Assistant Refrigeration Plant &
Chiller Operator (over 1000
Ton)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Assistant Refrigeration Plant
(under 1000 Ton)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Automatic Subgrader (ditches
& Trimmers)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Backfillers (cleveland &
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Backhoe & Hoe Ram (under
3/4 Yd.)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Backhoe (45,000 Gw & Under)$49.11 7B 4W 9A View
Franklin Power Equipment Operators Backhoe (45,000 Gw To
110,000 Gw)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Backhoe (over 110,000 Gw)$49.66 7B 4W 9A View
Franklin Power Equipment Operators Backhoes & Hoe Ram (3 Yds &
Over)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Backhoes & Hoe Ram (3/4 Yd.
To 3 Yd.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Bagley Or Stationary Scraper $48.18 7B 4W 9A View
Franklin Power Equipment Operators Batch & Wet Mix Operator
(multiple Units, 2 & Incl. 4)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Batch Plant & Wet Mix
Operator, Single Unit
(concrete)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Batch Plant (over 4 Units)$49.39 7B 4W 9A View
Franklin Power Equipment Operators Belt Finishing Machine $48.18 7B 4W 9A View
Franklin Power Equipment Operators Belt Loader (kocal Or Similar)$48.79 7B 4W 9A View
Franklin Power Equipment Operators Belt-crete Conveyors With
Power Pack Or Similar
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Bending Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators Bit Grinders $47.86 7B 4W 9A View
Franklin Power Equipment Operators Blade (finish & Bluetop),
Automatic, Cmi, Abc, Finish
Athey & Huber & Similar When
Used As Automatic
$49.66 7B 4W 9A View
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Franklin Power Equipment Operators Blade Operator (motor Patrol
& Attachments)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Blower Operator (cement)$48.18 7B 4W 9A View
Franklin Power Equipment Operators Boat Operator $47.86 7B 4W 9A View
Franklin Power Equipment Operators Bob Cat (skid Steer)$48.79 7B 4W 9A View
Franklin Power Equipment Operators Bolt Threading Machine $47.86 7B 4W 9A View
Franklin Power Equipment Operators Boom Cats (side)$49.39 7B 4W 9A View
Franklin Power Equipment Operators Boring Machine (earth)$48.79 7B 4W 9A View
Franklin Power Equipment Operators Boring Machine (Rock Under 8
inch Bit - Quarry Master, Joy
Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Bump Cutter (wayne, Saginau
Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Cableway Controller
(dispatcher)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Cableway Operators $49.66 7B 4W 9A View
Franklin Power Equipment Operators Canal Lining Machine
(concrete)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Carrydeck & Boom Truck
(under 25 Tons)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Cement Hog $48.18 7B 4W 9A View
Franklin Power Equipment Operators Chipper (without Crane)
Cleaning & Doping Machine
(pipeline)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Clamshell, Dragline $50.76 7B 4W 9A View
Franklin Power Equipment Operators Compactor (self-propelled
With Blade)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Compressor (2000 Cfm Or
Over, 2 Or More, Gas Diesel Or
Electric Power)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Compressors (under 2000 Cfm,
Gas, Diesel Or Electric Power)
$47.86 7B 4W 9A View
Franklin Power Equipment Operators Concrete Cleaning /
Decontamination Machine
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Concrete Pump Boon Truck $49.39 7B 4W 9A View
Franklin Power Equipment Operators Concrete Pumps (squeeze-
crete, Flow-crete, Whitman &
Similar)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Concrete Saw (multiple Cut)$48.18 7B 4W 9A View
Franklin Power Equipment Operators Concrete Slip Form Paver $49.39 7B 4W 9A View
Franklin Power Equipment Operators Conveyor Aggregate Delivery
Systems (c.a.d.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Crane Oiler- Driver (cdl
Required) & Cable Tender,
Mucking Machine
$47.86 7B 4W 9A View
Franklin Power Equipment Operators Cranes (100 to 299 Tons) And
All Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$51.26 7B 4W 9A View
Franklin Power Equipment Operators Cranes (25 Tons & Under), All
Attachments Incl. Clamshell,
Dragline
$49.11 7B 4W 9A View
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Franklin Power Equipment Operators Cranes (25 Tons To And
Including 45 Tons), All
Attachments Incl. Clamshell,
Dragline
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Cranes (300 Tons and Over)
And All Climbing, Overhead,
Rail & Tower. All Attachments
Incl.
$51.76 7B 4W 9A View
Franklin Power Equipment Operators Cranes (45 Tons To 85 Tons),
All Attachments Incl.
Clamshell And Dragline
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Cranes (86 to 99 Tons) And All
Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$50.76 7B 4W 9A View
Franklin Power Equipment Operators Crusher Feeder $47.86 7B 4W 9A View
Franklin Power Equipment Operators Crusher, Grizzle & Screening
Plant Operator
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Curb Extruder (asphalt Or
Concrete)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Deck Engineer $48.79 7B 4W 9A View
Franklin Power Equipment Operators Deck Hand $47.86 7B 4W 9A View
Franklin Power Equipment Operators Derricks & Stifflegs (65 Tons &
Over)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Derricks & Stifflegs (under 65
Tons)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Distributor Leverman $48.18 7B 4W 9A View
Franklin Power Equipment Operators Ditch Witch Or Similar $48.18 7B 4W 9A View
Franklin Power Equipment Operators Dope Pots (power Agitated $48.18 7B 4W 9A View
Franklin Power Equipment Operators Dozer / Tractor (up To D-6 Or
Equivalent) And Traxcavator
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Dozer / Tractors (d-6 &
Equivalent & Over)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Dozer, 834 R/t & Similar $49.39 7B 4W 9A View
Franklin Power Equipment Operators Drill Doctor $49.39 7B 4W 9A View
Franklin Power Equipment Operators Driller Licensed $50.76 7B 4W 9A View
Franklin Power Equipment Operators Drillers Helper $47.86 7B 4W 9A View
Franklin Power Equipment Operators Drilling Equipment (8 inch Bit
& Over - Robbins, Reverse
Circulation & Similar)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Drills (churn, Core, Calyx Or
Diamond)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Elevating Belt (holland Type)$49.66 7B 4W 9A View
Franklin Power Equipment Operators Elevating Belt-type Loader
(euclid, Barber Green &
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Elevating Grader-type Loader
(dumor, Adams Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Elevator Hoisting Materials $48.18 7B 4W 9A View
Franklin Power Equipment Operators Equipment Serviceman,
Greaser & Oiler
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Fireman & Heater Tender $47.86 7B 4W 9A View
Franklin Power Equipment Operators Fork Lift Or Lumber Stacker,$48.18 7B 4W 9A View
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Hydra-life & Similar
Franklin Power Equipment Operators Generator Plant Engineers
(diesel Or Electric)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Gin Trucks (pipeline)$48.18 7B 4W 9A View
Franklin Power Equipment Operators Grade Checker $49.11 7B 4W 9A View
Franklin Power Equipment Operators Gunite Combination Mixer &
Compressor
$48.79 7B 4W 9A View
Franklin Power Equipment Operators H.d. Mechanic $49.66 7B 4W 9A View
Franklin Power Equipment Operators H.d. Welder $49.66 7B 4W 9A View
Franklin Power Equipment Operators Heavy Equipment Robotics
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Helicopter Pilot $50.76 7B 4W 9A View
Franklin Power Equipment Operators Helper, Mechanic Or Welder,
H.D
$47.86 7B 4W 9A View
Franklin Power Equipment Operators Hoe Ram $49.11 7B 4W 9A View
Franklin Power Equipment Operators Hoist (2 Or More Drums Or
Tower Hoist)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Hoist, Single Drum $48.18 7B 4W 9A View
Franklin Power Equipment Operators Hydraulic Platform Trailers
(goldhofer, Shaurerly And
Similar)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Hydro-seeder, Mulcher,
Nozzleman
$47.86 7B 4W 9A View
Franklin Power Equipment Operators Lime Batch Tank Operator
(recycle Train)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Lime Brain Operator (recycle
Train)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Loader (360 Degrees Revolving
Koehring Scooper Or Similar)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Loader Operator (front-end &
Overhead, 4 Yds. Incl. 8 Yds.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Loaders (bucket Elevators And
Conveyors)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Loaders (overhead & Front-
end, Over 8 Yds. To 10 Yds.)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Loaders (overhead & Front-
end, Under 4 Yds.. R/t)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Loaders (overhead And Front-
end, 10 Yds. & Over)
$50.76 7B 4W 9A View
Franklin Power Equipment Operators Locomotive Engineer $48.79 7B 4W 9A View
Franklin Power Equipment Operators Longitudinal Float $48.18 7B 4W 9A View
Franklin Power Equipment Operators Master Environmental
Maintenance Technician
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Mixer (portable - Concrete)$48.18 7B 4W 9A View
Franklin Power Equipment Operators Mixermobile $48.79 7B 4W 9A View
Franklin Power Equipment Operators Mobile Crusher Operator
(recycle Train)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Mucking Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators Multiple Dozer Units With
Single Blade
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Pavement Breaker, Hydra-$48.18 7B 4W 9A View
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hammer & Similar
Franklin Power Equipment Operators Paving (dual Drum)$49.11 7B 4W 9A View
Franklin Power Equipment Operators Paving Machine (asphalt And
Concrete)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Piledriving Engineers $49.11 7B 4W 9A View
Franklin Power Equipment Operators Plant Oiler $47.86 7B 4W 9A View
Franklin Power Equipment Operators Posthole Auger Or Punch $48.79 7B 4W 9A View
Franklin Power Equipment Operators Power Broom $48.18 7B 4W 9A View
Franklin Power Equipment Operators Pump (grout Or Jet)$48.79 7B 4W 9A View
Franklin Power Equipment Operators Pumpman $47.86 7B 4W 9A View
Franklin Power Equipment Operators Quad-track Or Similar
Equipment
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Railroad Ballast Regulation
Operator (self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Railroad Power Tamper
Operator (self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Railroad Tamper Jack Operator
(self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Railroad Track Liner Operator
(self-propelled)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Refrigeration Plant Engineer
(1000 Tons & Over)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Refrigeration Plant Engineer
(under 1000 Ton)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Rollerman (finishing Asphalt
Pavement)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Rollers, All Types On Subgrade,
Including Seal And Chip
Coating (farm Type, Case,
John Deere And Similar,or
Compacting Vibrator), Except
When Pulled B
$47.86 7B 4W 9A View
Franklin Power Equipment Operators Roto Mill (pavement Grinder)$49.39 7B 4W 9A View
Franklin Power Equipment Operators Rotomill Groundsman $48.95 7B 4W 9A View
Franklin Power Equipment Operators Rubber-tired Scrapers
(multiple Engine With Three
Or More Scrapers)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Rubber-tired Skidders (r/t
With Or Without Attachments)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Scrapers, All, Rubber-tired $49.39 7B 4W 9A View
Franklin Power Equipment Operators Screed Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators Shovels (3 Yds. & Over)$49.66 7B 4W 9A View
Franklin Power Equipment Operators Shovels (under 3 Yds.)$49.39 7B 4W 9A View
Franklin Power Equipment Operators Signalman (whirleys, Highline,
Hammerheads Or Similar)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Soil Stabilizer (p & H Or
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Spray Curing Machine
(concrete)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Spreader Box (self-propelled)$48.18 7B 4W 9A View
Franklin Power Equipment Operators Spreader Machine $48.79 7B 4W 9A View
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Franklin Power Equipment Operators Steam Cleaner $47.86 7B 4W 9A View
Franklin Power Equipment Operators Straddle Buggy (ross & Similar
On Construction Job Only)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Surface Heater & Planer
Machine
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Tractor (farm Type R/t With
Attachments, Except Backhoe)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Traverse Finish Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators Trenching Machines (7 Ft.
Depth & Over)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Trenching Machines (under 7
Ft. Depth Capacity)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Tug Boat Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators Tugger Operator $48.18 7B 4W 9A View
Franklin Power Equipment Operators Turnhead (with Re-screening)$48.95 7B 4W 9A View
Franklin Power Equipment Operators Turnhead Operator $48.79 7B 4W 9A View
Franklin Power Equipment Operators Ultra High Pressure Wateriet
Cutting Tool System Operator,
(30,000 Psi)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Vactor Guzzler, Super Sucker $49.39 7B 4W 9A View
Franklin Power Equipment Operators Vacuum Blasting Machine
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Vacuum Drill (reverse
Circulation Drill Under 8 Inch
Bit)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Welding Machine $47.86 7B 4W 9A View
Franklin Power Equipment Operators Whirleys & Hammerheads, All $49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
A-frame Truck (2 Or More
Drums)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
A-frame Truck (single Drum)$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Asphalt Plant Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Assistant Plant Operator,
Fireman Or Pugmixer (asphalt)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Assistant Refrigeration Plant &
Chiller Operator (over 1000
Ton)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Assistant Refrigeration Plant
(under 1000 Ton)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Automatic Subgrader (ditches
& Trimmers)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backfillers (cleveland &
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe & Hoe Ram (under
3/4 Yd.)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe (45,000 Gw & Under)$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe (45,000 Gw To
110,000 Gw)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe (over 110,000 Gw)$49.66 7B 4W 9A View
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Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoes & Hoe Ram (3 Yds &
Over)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoes & Hoe Ram (3/4 Yd.
To 3 Yd.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bagley Or Stationary Scraper $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Batch & Wet Mix Operator
(multiple Units, 2 & Incl. 4)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Batch Plant & Wet Mix
Operator, Single Unit
(concrete)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Batch Plant (over 4 Units)$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Belt Finishing Machine $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Belt Loader (kocal Or Similar)$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Belt-crete Conveyors With
Power Pack Or Similar
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bending Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bit Grinders $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Blade (finish & Bluetop),
Automatic, Cmi, Abc, Finish
Athey & Huber & Similar When
Used As Automatic
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Blade Operator (motor Patrol
& Attachments)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Blower Operator (cement)$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boat Operator $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bob Cat (skid Steer)$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bolt Threading Machine $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boom Cats (side)$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boring Machine (earth)$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boring Machine (Rock Under 8
inch Bit - Quarry Master, Joy
Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bump Cutter (wayne, Saginau
Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cableway Controller
(dispatcher)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cableway Operators $49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Canal Lining Machine
(concrete)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-Carrydeck & Boom Truck $49.11 7B 4W 9A View
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Underground Sewer & Water (under 25 Tons)
Franklin Power Equipment Operators-
Underground Sewer & Water
Cement Hog $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Chipper (without Crane)
Cleaning & Doping Machine
(pipeline)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Clamshell, Dragline $50.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Compactor (self-propelled
With Blade)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Compressor (2000 Cfm Or
Over, 2 Or More, Gas Diesel Or
Electric Power)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Compressors (under 2000 Cfm,
Gas, Diesel Or Electric Power)
$47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Cleaning /
Decontamination Machine
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Pump Boon Truck $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Pumps (squeeze-
crete, Flow-crete, Whitman &
Similar)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Saw (multiple Cut)$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Slip Form Paver $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Conveyor Aggregate Delivery
Systems (c.a.d.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Crane Oiler- Driver (cdl
Required) & Cable Tender,
Mucking Machine
$47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (100 to 299 Tons) And
All Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$51.26 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (25 Tons & Under), All
Attachments Incl. Clamshell,
Dragline
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (25 Tons To And
Including 45 Tons), All
Attachments Incl. Clamshell,
Dragline
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (300 Tons and Over)
And All Climbing, Overhead,
Rail & Tower. All Attachments
Incl.
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (45 Tons To 85 Tons),
All Attachments Incl.
Clamshell And Dragline
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (86 to 99 Tons) And All
Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$50.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Crusher Feeder $47.86 7B 4W 9A View
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Franklin Power Equipment Operators-
Underground Sewer & Water
Crusher, Grizzle & Screening
Plant Operator
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Curb Extruder (asphalt Or
Concrete)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Deck Engineer $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Deck Hand $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Derricks & Stifflegs (65 Tons &
Over)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Derricks & Stifflegs (under 65
Tons)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Distributor Leverman $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Ditch Witch Or Similar $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dope Pots (power Agitated $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dozer / Tractor (up To D-6 Or
Equivalent) And Traxcavator
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dozer / Tractors (d-6 &
Equivalent & Over)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dozer, 834 R/t & Similar $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drill Doctor $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Driller Licensed $50.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drillers Helper $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drilling Equipment (8 inch Bit
& Over - Robbins, Reverse
Circulation & Similar)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drills (churn, Core, Calyx Or
Diamond)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevating Belt (holland Type)$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevating Belt-type Loader
(euclid, Barber Green &
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevating Grader-type Loader
(dumor, Adams Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevator Hoisting Materials $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Equipment Serviceman,
Greaser & Oiler
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Fireman & Heater Tender $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Fork Lift Or Lumber Stacker,
Hydra-life & Similar
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Generator Plant Engineers
(diesel Or Electric)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-Gin Trucks (pipeline)$48.18 7B 4W 9A View
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Underground Sewer & Water
Franklin Power Equipment Operators-
Underground Sewer & Water
Grade Checker $49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Gunite Combination Mixer &
Compressor
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
H.d. Mechanic $49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
H.d. Welder $49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Heavy Equipment Robotics
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Helicopter Pilot $50.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Helper, Mechanic Or Welder,
H.D
$47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hoe Ram $49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hoist (2 Or More Drums Or
Tower Hoist)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hoist, Single Drum $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hydraulic Platform Trailers
(goldhofer, Shaurerly And
Similar)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hydro-seeder, Mulcher,
Nozzleman
$47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Lime Batch Tank Operator
(recycle Train)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Lime Brain Operator (recycle
Train)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loader (360 Degrees Revolving
Koehring Scooper Or Similar)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loader Operator (front-end &
Overhead, 4 Yds. Incl. 8 Yds.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (bucket Elevators And
Conveyors)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (overhead & Front-
end, Over 8 Yds. To 10 Yds.)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (overhead & Front-
end, Under 4 Yds.. R/t)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (overhead And Front-
end, 10 Yds. & Over)
$50.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Locomotive Engineer $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Longitudinal Float $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Master Environmental
Maintenance Technician
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Mixer (portable - Concrete)$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Mixermobile $48.79 7B 4W 9A View
Franklin Power Equipment Operators-Mobile Crusher Operator $49.39 7B 4W 9A View
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Underground Sewer & Water (recycle Train)
Franklin Power Equipment Operators-
Underground Sewer & Water
Mucking Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Multiple Dozer Units With
Single Blade
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Pavement Breaker, Hydra-
hammer & Similar
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Paving (dual Drum)$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Paving Machine (asphalt And
Concrete)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Piledriving Engineers $49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Plant Oiler $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Posthole Auger Or Punch $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Power Broom $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Pump (grout Or Jet)$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Pumpman $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Quad-track Or Similar
Equipment
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Ballast Regulation
Operator (self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Power Tamper
Operator (self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Tamper Jack Operator
(self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Track Liner Operator
(self-propelled)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Refrigeration Plant Engineer
(1000 Tons & Over)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Refrigeration Plant Engineer
(under 1000 Ton)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rollerman (finishing Asphalt
Pavement)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rollers, All Types On Subgrade,
Including Seal And Chip
Coating (farm Type, Case,
John Deere And Similar,or
Compacting Vibrator), Except
When Pulled B
$47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Roto Mill (pavement Grinder)$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rotomill Groundsman $48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rubber-tired Scrapers
(multiple Engine With Three
Or More Scrapers)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-Rubber-tired Skidders (r/t $48.95 7B 4W 9A View
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Underground Sewer & Water With Or Without Attachments)
Franklin Power Equipment Operators-
Underground Sewer & Water
Scrapers, All, Rubber-tired $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Screed Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Shovels (3 Yds. & Over)$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Shovels (under 3 Yds.)$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Signalman (whirleys, Highline,
Hammerheads Or Similar)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Soil Stabilizer (p & H Or
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Spray Curing Machine
(concrete)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Spreader Box (self-propelled)$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Spreader Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Steam Cleaner $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Straddle Buggy (ross & Similar
On Construction Job Only)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Surface Heater & Planer
Machine
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Tractor (farm Type R/t With
Attachments, Except Backhoe)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Traverse Finish Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Trenching Machines (7 Ft.
Depth & Over)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Trenching Machines (under 7
Ft. Depth Capacity)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Tug Boat Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Tugger Operator $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Turnhead (with Re-screening)$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Turnhead Operator $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Ultra High Pressure Wateriet
Cutting Tool System Operator,
(30,000 Psi)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Vactor Guzzler, Super Sucker $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Vacuum Blasting Machine
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Vacuum Drill (reverse
Circulation Drill Under 8 Inch
Bit)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Welding Machine $47.86 7B 4W 9A View
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Franklin Power Equipment Operators-
Underground Sewer & Water
Whirleys & Hammerheads, All $49.66 7B 4W 9A View
Franklin Power Line Clearance Tree
Trimmers
Journey Level In Charge $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 $85.00 6Z 1Q View
Franklin Residential Brick Mason Journey Level $28.42 1 View
Franklin Residential Carpenters Journey Level $21.60 1 View
Franklin Residential Cement Masons Journey Level $46.83 7B 1N View
Franklin Residential Drywall Applicators Journey Level $20.46 1 View
Franklin Residential Drywall Tapers Journey Level $19.32 1 View
Franklin Residential Electricians Journey Level $22.73 1 View
Franklin Residential Glaziers Journey Level $23.10 1 View
Franklin Residential Insulation
Applicators
Journey Level $14.86 1 View
Franklin Residential Laborers Journey Level $13.69 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)$47.89 5A 1X View
Franklin Residential Soft Floor Layers Journey Level $23.11 5A 1N View
Franklin Residential Sprinkler Fitters
(Fire Protection)
Journey Level $13.69 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 $44.91 7G 4I View
Franklin Roofers Journeyman Roofer,
Waterproofer, Kettleman
$41.91 7G 4I View
Franklin Sheet Metal Workers Journey Level (Field or Shop)$66.06 5A 1X View
Franklin Sign Makers & Installers
(Electrical)
Journey Level $14.65 1 View
Franklin Sign Makers & Installers (Non-
Electrical)
Journey Level $14.65 1 View
Franklin Soft Floor Layers Journey Level $51.91 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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Protection)
Franklin Stage Rigging Mechanics (Non
Structural)
Journey Level $13.69 1 View
Franklin Stone Masons Journey Level $51.84 5A 1M View
Franklin Street And Parking Lot Sweeper
Workers
Journey Level $14.00 1 View
Franklin Surveyors All Classifications $23.49 0 1 View
Franklin Telecommunication Technicians Journey Level $46.20 5I 1B View
Franklin Telephone Line Construction -
Outside
Cable Splicer $37.40 5A 2B View
Franklin Telephone Line Construction -
Outside
Hole Digger/Ground Person $25.04 5A 2B View
Franklin Telephone Line Construction -
Outside
Telephone Equipment
Operator (Light)
$31.22 5A 2B View
Franklin Telephone Line Construction -
Outside
Telephone Lineperson $35.34 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 $49.13 7A 1K View
Franklin Truck Drivers Asphalt Mix Over 20 Yards $51.70 5D 1V 8M View
Franklin Truck Drivers Asphalt Mix To 20 Yards $51.50 5D 1V 8M View
Franklin Truck Drivers Dump Truck $51.50 5D 1V 8M View
Franklin Truck Drivers Dump Truck & Trailer $51.70 5D 1V 8M View
Franklin Truck Drivers Other Trucks $51.39 5D 1V 8M View
Franklin Truck Drivers - Ready Mix Transit Mixers 20 yards and
under
$51.70 5D 1V 8M View
Franklin Truck Drivers - Ready Mix Transit Mixers over 20 yards $52.04 5D 1V 8M View
Franklin Well Drillers & Irrigation Pump
Installers
Irrigation Pump Installer $18.45 1 View
Franklin Well Drillers & Irrigation Pump
Installers
Oiler $13.69 1 View
Franklin Well Drillers & Irrigation Pump
Installers
Well Driller $18.00 1 View
Benefit Code Key – Effective 3/3/2021 thru 8/31/2021
1 of 14
************************************************************************************************************
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.
BCK-1
Benefit Code Key – Effective 3/3/2021 thru 8/31/2021
2 of 14
Overtime Codes Continued
1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday
shall be paid at double the hourly rate of wage.
P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and
one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on
Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)
hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall
be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times
the hourly rate of wage.
R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on
Labor Day shall be paid at three times the hourly rate of wage.
V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and
one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at
double the hourly rate of wage.
W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the
employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid
at double the hourly rate of wage.
X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on
Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the
holiday and all work performed shall be paid at double the hourly rate of wage.
Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any
employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10
workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate
of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the
workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or
40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours
worked on Sundays and Labor Day shall be paid at double the hourly rate of wage.
Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All
hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay.
Benefit Code Key – Effective 3/3/2021 thru 8/31/2021
3 of 14
Overtime Codes Continued
2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday
pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage.
M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double the
hourly rate of wage.
O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage.
R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double
the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage.
3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and
one-half times the hourly rate of wage including holiday pay.
H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at
two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be
compensated at one and one half (1-1/2) times the regular rate of pay.
J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on
Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in
excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee
returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period.
4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage.
Benefit Code Key – Effective 3/3/2021 thru 8/31/2021
4 of 14
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.
H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid
at three times the hourly rate of wage.
I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours
worked on Sundays and holidays shall be paid at double the hourly rate of wage.
Benefit Code Key – Effective 3/3/2021 thru 8/31/2021
5 of 14
Overtime Codes Continued
4. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours
worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly
rate of wage.
K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday
is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all
hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage.
L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours
worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double
the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage,
except that all hours worked on Labor Day shall be paid at double the hourly rate of pay.
U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement
weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12)
hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or
outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and
one-half (1 ½) the straight time rate.
In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at
the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All
work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x)
the straight time rate of pay.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours.
When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be
a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight
(8) hours.
W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time
shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break
of eight (8) hours.
Benefit Code Key – Effective 3/3/2021 thru 8/31/2021
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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.
A. The first ten (10) hours worked on Saturday and all hours worked on holidays shall be paid at one and one-half times
the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, and 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.
Benefit Code Key – Effective 3/3/2021 thru 8/31/2021
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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).
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).
Benefit Code Key – Effective 3/3/2021 thru 8/31/2021
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Holiday Codes Continued
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.
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.
Benefit Code Key – Effective 3/3/2021 thru 8/31/2021
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Holiday Codes Continued
7. 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.
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.
Benefit Code Key – Effective 3/3/2021 thru 8/31/2021
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Holiday Codes Continued
7. 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.
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.
Benefit Code Key – Effective 3/3/2021 thru 8/31/2021
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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.
15. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (8). If any of the listed holidays
falls on a Sunday, the day observed by the Nation 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.
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.
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Note Codes Continued
8. T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary
traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during
construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or
where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of
Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012.
U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50,
And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all
work performed underground, including operating, servicing and repairing of equipment. The premium for
underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive
an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who
do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation
receive an additional $0.50 per hour.
V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The
premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay.
Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over
101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet.
Over 221' - $5.00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent
and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’
- $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’.
W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates
would apply to meters not fitting this description.
X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit:
$1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour.
When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a
government agency or the contract specifications requires that work can only be performed outside the normal 5 am
to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time
status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay.
Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions
that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate.
Benefit Code Key – Effective 3/3/2021 thru 8/31/2021
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Note Codes Continued
8. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require
that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed
on Saturday or Sunday.)
9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require
that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their
classification rate.
Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length:
(A) – 130’ to 199’ – $0.50 per hour over their classification rate.
(B) – 200’ to 299’ – $0.80 per hour over their classification rate.
(C) – 300’ and over – $1.00 per hour over their classification rate.
B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
Effective August 31, 2012 –A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal
of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian
traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control
Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the
State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012.
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Note Codes Continued
9. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or
anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or
manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic
reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,
Level B: $0.75, Level C: $0.50, And Level D: $0.25.
F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere
abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
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
03/04/2021 Edition, Published February 3, 2021
1
LI-1
X
X
X
X
X
X
X
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 BasinTypes 1, 1L, 1P, and 2 and Concrete Inlets. See Std. Plans X
2.Metal circular frames (rings) and covers, circular grates,and prefabricated ladders for Manhole Types 1, 2, and 3,Drywell Types 1, 2, and 3 and Catch Basin Type 2.
See Std. Plans
X
3.Prefabricated steel grate supports and welded grates,metal frames and dual vaned grates, and Type 1, 2, and3 structural tubing grates for Drop Inlets. See Std. Plans.X
4.Concrete Pipe -Plain Concrete pipe and reinforced
concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter.X
5.Concrete Pipe -Plain Concrete pipe and reinforced
concrete pipe Class 2 to 5 sizes larger than 60 inch diameter.X
6.Corrugated Steel Pipe -Steel lock seam corrugated
pipe for culverts and storm sewers, sizes 30 inch
to 120 inches in diameter. May also be treated, 1 thru 5.X
7.Corrugated Aluminum Pipe -Aluminum lock seam corrugated
pipe
for culverts and storm sewers, sizes 30 inch to 120 inches in
diameter. May also be treated, #5.X
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2
X
X
X
X
X
X
X
X
X
ITEM DESCRIPTION YES NO
8. Anchor Bolts & Nuts -Anchor Bolts and Nuts, for
mounting sign structures, luminaries and other items, shall be
made from commercial bolt stock.
See Contract Plans and Std. Plans for size and material type. X
9. Aluminum Pedestrian Handrail -Pedestrian handrail
conforming to the type and material specifications set forth in
the
contract plans. Welding of aluminum shall be
in accordance with Section 9-28.14(3).
X
10. Major Structural Steel Fabrication -Fabrication of major steel
items such as trusses, beams, girders, etc., for bridges. X
11. Minor Structural Steel Fabrication -Fabrication of minor steel
Items such as special hangers, brackets, access doors for
structures, access ladders for irrigation boxes, bridge expansion
joint systems, etc., involving welding, cutting, punching and/or
boring of holes. See Contact Plans for item description and
shop
drawings.
X
12. Aluminum Bridge Railing Type BP -Metal bridge railing
conforming to the type and material specifications set forth
in the Contract Plans. Welding of aluminum shall be in
accordance with Section 9-28.14(3). X
13. Concrete Piling--Precast-Prestressed concrete piling for use as
55
and 70 ton concrete piling. Concrete to conform to
Section 9-19.1 of Std. Spec.. X
14. Precast Manhole Types 1, 2, and 3 with cones, adjustment sections and flat top slabs. See Std. Plans. X
15. Precast Drywell Types 1, 2, and with cones and adjustment
Sections.
See Std. Plans. X
16. Precast Catch Basin -Catch Basin type 1, 1L, 1P, and 2
With adjustment sections. See Std. Plans. X
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03/04/2021 Edition, Published February 3, 2021
3
ITEM DESCRIPTION YES NO
17. Precast Concrete Inlet -with adjustment sections,
See Std. Plans X
18. Precast Drop Inlet Type 1 and 2 with metal grate supports.
See Std. Plans. X
19. Precast Grate Inlet Type 2 with extension and top units.
See Std. Plans X
20. Metal frames, vaned grates, and hoods for Combination
Inlets. See Std. Plans X
21. Precast Concrete Utility Vaults -Precast Concrete utility vaults
of
various sizes. Used for in ground storage of utility facilities and
controls. See Contract Plans for size and construction
requirements. Shop drawings are to be provided for approval
prior to casting
X
22. Vault Risers -For use with Valve Vaults and
Utilities
X
Vaults.
X
23. Valve Vault -For use with underground utilities.
See Contract Plans for details. X
24. Precast Concrete Barrier -Precast Concrete Barrier for
use as new barrier or may also be used as Temporary Concrete
Barrier. Only new state approved barrier may be used as
permanent barrier. X
25. Reinforced Earth Wall Panels – Reinforced Earth Wall Panels in
size and shape as shown in the Plans. Fabrication plant has
annual approval for methods and materials to be used.
See Shop Drawing.
Fabrication at other locations may be approved, after facilities
inspection, contact HQ. Lab.
X
26. Precast Concrete Walls -Precast Concrete Walls -tilt-up wall
panel in size and shape as shown in Plans.
Fabrication plant has annual approval for methods and materials
to be used
X
X
X
X
X
X
X
X
X
X
X
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4
ITEM DESCRIPTION YES NO
27. Precast Railroad Crossings -Concrete Crossing Structure
Slabs. X
28. 12, 18 and 26 inch Standard Precast Prestressed Girder –
Standard Precast Prestressed Girder for use in structures.
Fabricator plant has annual approval of methods and materials
to
be used. Shop Drawing to be provided for approval prior to
casting girders.
See Std. Spec. Section 6-02.3(25)A
X
29. Prestressed Concrete Girder Series 4-14 -Prestressed Concrete
Girders for use in structures. Fabricator plant has annual
approval
of methods and materials to be used. Shop Drawing to be
provided for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A
.
X
30. Prestressed Tri-Beam Girder -Prestressed Tri-Beam Girders for
use in structures. Fabricator plant has annual approval of
methods and materials to be used. Shop Drawing to be
provided
for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A
X
31. Prestressed Precast Hollow-Core Slab – Precast Prestressed
Hollow-core slab for use in structures. Fabricator plant has
annual
approval of methods and materials to be used. Shop Drawing to
be provided for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A.
X
32. Prestressed-Bulb Tee Girder -Bulb Tee Prestressed Girder for
use in structures. Fabricator plant has annual approval of
methods and materials to be used. Shop Drawing to be
provided
for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A
X
33. Monument Case and Cover
See Std. Plan.
X
X
X
X
X
X
X X
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5
X
X
X
X
X
X
X
X
ITEM DESCRIPTION YES NO
34. Cantilever Sign Structure -Cantilever Sign Structure
fabricated from steel tubing meeting AASHTO-M-183. See Std.
Plans, and Contract Plans for details. The steel structure
shall be galvanized after fabrication in accordance with
AASHTO-M-111.
X
35. Mono-tube Sign Structures -Mono-tube Sign Bridge
fabricated to details shown in the Plans. Shop drawings for
approval are required prior to fabrication. X
36. Steel Sign Bridges -Steel Sign Bridges fabricated from steel
tubing meeting AASHTO-M-138 for Aluminum Alloys.
See Std. Plans, and Contract Plans for details. The steel
structure
shall be galvanized after fabrication in accordance
with AASHTO-M-111.
X
37. Steel Sign Post -Fabricated Steel Sign Posts as detailed in Std
Plans. Shop drawings for approval are to be provided prior to
fabrication
X
38. Light Standard-Prestressed -Spun, prestressed, hollow
concrete poles. X
39. Light Standards -Lighting Standards for use on highway
illumination systems, poles to be fabricated to conform with
methods and materials as specified on Std. Plans. See Specia
Provisions for pre-approved drawings. X
40. Traffic Signal Standards -Traffic Signal Standards for use on
highway and/or street signal systems. Standards to be
fabricated
to conform with methods and material as specified on Std.
Plans.
See Special Provisions for pre-approved drawings
X
41. Precast Concrete Sloped Mountable Curb (Single and
DualFaced)
See Std. Plans.
X
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ITEM DESCRIPTION YES NO
42. Traffic Signs -Prior to approval of a Fabricator of Traffic Signs,
the sources of the following materials must be submitted and
approved for reflective sheeting, legend material, and
aluminum
sheeting. NOTE: *** Fabrication inspection required. Only signs tagged
"Fabrication Approved" by WSDOT Sign Fabrication Inspector
to be installed
X X
Custom
Message
Std
Signing
Message
43. Cutting & bending reinforcing steel X
44. Guardrail components X X
Custom
End Sec
Standard
Sec
45. Aggregates/Concrete mixes
46. Asphalt
Covered by
WAC 296-127-018
Covered by
WAC 296-127-018
47. Fiber fabrics X
48. Electrical wiring/components X
49. treated or untreated timber pile X
50. Girder pads (elastomeric bearing) X
51. Standard Dimension lumber X
52. Irrigation components
X X
X
X X
X
X
X
X
X
X X
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7
ITEM DESCRIPTION YES NO
53. Fencing materials X
54. Guide Posts X
55. Traffic Buttons X
56. Epoxy X
57. Cribbing X
58. Water distribution materials X
59. Steel "H" piles X
60. Steel pipe for concrete pile casings X
61. Steel pile tips, standard X
62. Steel pile tips, custom X
X
X
X
X
X
X
X
X
X
X
Prefabricated items specifically produced for public works projects that are prefabricated in a
county other than the county wherein the public works project is to be completed, the wage for
the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual
prefabrication takes place.
It is the manufacturer of the prefabricated product to verify that the correct county wage rates are
applied to work they perform.
See RCW 39.12.010
(The definition of "locality" in RCW 39.12.010(2) contains the phrase "wherein the physical work is being performed." The department
interprets this phrase to mean the actual work site.
Supplemental to Wage Rates
03/04/2021 Edition, Published February 3, 2021
8
WSDOT's List of State Occupations not applicable to Heavy and
Highway Construction Projects
This project is subject to the state hourly minimum rates for wages and fringe benefits in
the contract provisions, as provided by the state Department of Labor and Industries.
The following list of occupations, is comprised of those occupations that are not normally
used in the construction of heavy and highway projects.
When considering job classifications for use and / or payment when bidding on, or building
heavy and highway construction projects for, or administered by WSDOT, these
Occupations will be excepted from the included "Washington State Prevailing Wage Rates
For Public Work Contracts" documents.
Building Service Employees
Electrical Fixture Maintenance Workers
Electricians -Motor Shop
Heating Equipment Mechanics
Industrial Engine and Machine Mechanics
Industrial Power Vacuum Cleaners
Inspection, Cleaning, Sealing of Water Systems by Remote Control
Laborers -Underground Sewer & Water
Machinists (Hydroelectric Site Work)
Modular Buildings
Playground & Park Equipment Installers
Power Equipment Operators -Underground Sewer & Water
Residential *** ALL ASSOCIATED RATES ***
Sign Makers and Installers (Non-Electrical)
Sign Makers and Installers (Electrical)
Stage Rigging Mechanics (Non Structural)
The following occupations may be used only as outlined in the preceding text concerning
"WSDOT's list for Suppliers -Manufacturers -Fabricators"
Fabricated Precast Concrete Products
Metal Fabrication (In Shop)
Definitions for the Scope of Work for prevailing wages may be found at the Washington
State Department of Labor and Industries web site and in WAC Chapter 296-127.
Supplemental to Wage Rates
03/04/2021 Edition, Published February 3, 2021
9
LI-1
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.
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10
(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
03/04/2021 Edition, Published February 3, 2021
11
Construction Drawings
SLSLSLSLSLSLSLSL12002-ARGENT ROAD WIDENINGSHEET INDEXCITY OF PASCOOWNERNO SCALEVICINITY MAPNO SCALESITE MAPBENCHMARK #1BRASS CAP/CASE CENTER OF W ARGENT RD & N 20TH AVECOP BM NO. 89-5N. 339508.00E. 1990305.38ELEV. 413.52BENCHMARK #2BRASS CAP/CASE CENTER OF W ARGENT RD STA 77+59.52COP BM NO. 87-5N.339495.14E.1989451.81ELEV. 409.06***NGVD29 CITY OF PASCO DATUM. BASIS OF BEARING: NAD83(91) WA SPC SOUTH ZONE.VERTICAL DATUMBENCHMARKSPROJECT ENGINEERMaria Serra525 N. 3rd Ave.Pasco, WA 99301(509) 544-3080GENERALG-01COVER SHEETG-02LEGEND & ABBREVIATIONSG-03STREET SECTIONSG-04ALIGNMENT AND BENCHMARK PLANG-05STREET DETAILSG-06 STREET AND STORM DETAILSG-07 STREET AND STORM DETAILSG-08 SITE DETAILSG-09STREET AND STORM DETAILSG-10TRENCH DETAILEROSION CONTROLE-01EROSION CONTROL PLAN - ARGENT ROAD - AR STA 71+00 TO 88+00E-02EROSION CONTROL DETAILSDEMOLITIOND-01DEMOLITION PLAN - ARGENT ROAD - AR STA 71+00 TO 75+50D-02DEMOLITION PLAN - ARGENT ROAD - AR STA 75+50 TO 83+50D-03DEMOLITION PLAN - ARGENT ROAD - AR STA 83+50 TO 88+00D-04 DEMOLITION PLAN - N 20TH AVE - STA 9+50 TO 12+50CIVILC-01PLAN AND PROFILE - ARGENT ROAD - AR STA 71+00 TO 75+00C-02PLAN AND PROFILE - ARGENT ROAD - AR STA 75+00 TO 79+00C-03PLAN AND PROFILE - ARGENT ROAD - AR STA 79+00 TO 83+50C-04PLAN AND PROFILE - ARGENT ROAD - AR STA 83+50 TO 88+00C-05APLAN AND PROFILE - N 20TH AVENUE - STA 9+50 TO 12+50C-05BPLAN AND PROFILE - TECH ROAD - STA 0+50 TO 3+50C-06CURB RETURN PLAN AND PROFILE - NW RET - VARNEY LANEC-07CURB RETURN PLAN AND PROFILE - NE RET - VARNEY LANEC-08CURB RETURN PLAN AND PROFILE - SE RET - SARACENO WAYC-09CURB RETURN PLAN AND PROFILE - SW RET - SARACENO WAYC-10CURB RETURN PLAN AND PROFILE - NW RET - CONVENIENCE STORE ENTRANCEC-11CURB RETURN PLAN AND PROFILE - NE RET - CONVENIENCE STORE ENTRANCEC-12CURB RETURN PLAN AND PROFILE - NW RET - TECH ROADC-13CURB RETURN PLAN AND PROFILE - NE RET - TECH ROADC-14CURB RETURN PLAN AND PROFILE - SE RET - TECH ROADC-15CURB RETURN PLAN AND PROFILE - SW RET - TECH ROADC-16CURB RETURN PLAN AND PROFILE - NE RET - N 20TH AVENUEC-17CURB RETURN PLAN AND PROFILE - NW RET - N 20TH AVENUEC-18CURB RETURN PLAN AND PROFILE - SW RET - N 20TH AVENUEC-19TRAFFIC ISLANDS - N 20TH AVENUEC-20TRAFFIC ISLANDS - N 20TH AVENUEC-21STREET LIGHT PLANC-22STREET LIGHT DETAILSTRAFFICSS1SIGNING AND PAVEMENT MARKING PLAN - W ARGENT ROAD AR STA 70+00 TO 79+50SS2SIGNING AND PAVEMENT MARKING PLAN - W ARGENT ROAD AR STA 79+00 TO 87+00SS3SIGNING AND PAVEMENT MARKING DETAILSSS4PAVEMENT MARKING DETAILSSS5PAVEMENT MARKING DETAILSSS6PAVEMENT MARKING DETAILSSS7PAVEMENT MARKING DETAILSSS8PAVEMENT MARKING DETAILSSS9SIGN LEGEND DETAILSSS10SIGN AND POST DATA TABLETS1SIGNAL MODIFICATION PLAN - ARGENT RD & SARACENO WAY/VARNEY LNTS2TRAFFIC SIGNAL NOTES - ARGENT RD & SARACENO WAY/VARNEY LNTS3DETECTION PLAN - ARGENT RD & SARACENO WAY/VARNEY LNTS4TRAFFIC SIGNAL DETAILS - ARGENT RD & SARACENO WAY/VARNEY LNTS5NOT USEDTS6SIGNAL MODIFICATION PLAN - W ARGENT RD & N 20TH AVETS7TRAFFIC SIGNAL NOTES - W ARGENT RD & N 20TH AVETS8DETECTION PLAN - W ARGENT RD & N 20TH AVETS9TRAFFIC SIGNAL DETAILS - W ARGENT RD & N 20TH AVELANDSCAPINGL-01IRRIGATION PLAN - ARGENT ROAD - AR STA 71+00 TO 75+50L-02IRRIGATION PLAN - ARGENT ROAD - AR STA 75+50 TO 79+00L-03IRRIGATION PLAN - ARGENT ROAD - AR STA 79+00 TO 83+00L-04IRRIGATION PLAN - ARGENT ROAD - AR STA 83+00 TO 88+00L-05IRRIGATION PLAN - ARGENT ROAD - W 20 TH AVE STA 9+50 TO 15+00L-06PLANTING PLAN - ARGENT ROAD - AR STA 71+00 TO 75+00L-07PLANTING PLAN - ARGENT ROAD - AR STA 75+00 TO 79+00L-08PLANTING PLAN - ARGENT ROAD - AR STA 79+00 TO 83+50L-09PLANTING PLAN - ARGENT ROAD - AR STA 83+50 TO 88+00L-10IRRIGATION DETAILSL-11IRRIGATION DETAILSL-12PLANTING DETAILSFRANKLIN COUNTYPROJECT SITEC-01D-01C-02D-02C-03D-02Steve Worley, Public Works DirectorDateMaria Serra, CIP ManagerDateCITY OF PASCOVARNEY LANE TO N. 20TH AVE, PASCO, WACITY OF PASCO #12002LOCATED IN THE CITY OF PASCO, FRANKLIN COUNTY, WASHINGTON, WITHIN SECTIONS 13,24, TOWNSHIP 9 NORTH, RANGE 29 EAST1110 OSPREY POINTE BLVD SUITE, 105PASCO, WA 99301www.mackaysposito.comCONTACT: PAUL HARMSENPHONE: (509) 619-7088C-04D-03C-05AD-04Argent RdSaraceno Way Varney Ln Tech Rd
N 20th Ave PHASE 1PASCOAIRPORTC-05BNO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.com
FILE: K:\15620\CIVIL\DWGS\SHEETS\G-01 COVER SHEET.DWG
COVER SHEET
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
17560NOT TO SCALEP. HARMSENT.SKADORWAFINAL PLANG-01170FEBRUARY 2021M. ESHGHI
NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comTREE (DECIDUOUS)TREE REMOVALCOICVSURFACE / LANDSCAPINGIRRIRRUTILITIESTELEPHONEBUILDINGSTREELINEPROPOSEDFEATURE LINETYPES1+00EXISTINGSIDEWALKCURBCENTER LINECENTER LINE STATION TEXT2+00WATERPROPERTY LINESDESCRIPTIONEXIST.SYMBOLSPROP.WATER VALVEDESCRIPTIONIRRIGATION PIPEPOWER GUY WIRE ANCHOR POWER POLELINETYPESEXIST.DESCRIPTIONCONCRETE SIDEWALKSAWCUT LINEREFERENCE LINETYPESWVSIGNBARRICADEEROSION CONTROLSILT FENCEFLOW ARROWEXISTING GRADE CONTOURS (MINOR)EXISTING GRADE CONTOURS (MAJOR)FINISHED GRADE CONTOURS (MINOR)FINISHED GRADE CONTOURS (MAJOR)FG 121FG 120ABBREVIATIONSEXIST.PROP.DESCRIPTIONEXIST.EXIST.PROP.DESCRIPTIONCONTOURSSHADING / HATCHINGNOTE BUBBLES@@FLOWLINETRANSFORMER121120CLEARING LIMITSLINEAR STRUCTURE DEMOLITIONCATCH LINE IN CUTFFCATCH LINE IN FILLSTORM NOTECURB RETURN NUMBERREVISION NOTECURB GRADEKEY NOTE#DEMOLITION NOTE&AND@AT℄, CLCENTERLINE⅊, PLPROPERTY LINE%PERCENT#NUMBERACASPHALTIC CONCRETEALTALTERNATEAPANGLE POINTAPPROXAPPROXIMATELYBLDGBUILDINGBOTBOTTOMBWBOTTOM OF WALLCBCATCH BASINCFCUBIC FEETCMPCORRUGATED METAL PIPECMUCONCRETE MASONRY UNITCONCCONCRETECONSTCONSTRUCTIONCOPCITY OF PASCOCSBCCRUSHED SURFACING BASE COURSECSTCCRUSHED SURFACING TOPCOURSECYCUBIC YARDSDIADIAMETERDIMDIMENSIOND/WDRIVEWAYDWGDRAWINGEEASTEAEACHEL, ELEVELEVATIONEGEXISTING GRADEEPEDGE OF PAVEMENTEREND RETURNESMTEASEMENTEX, EXISTEXISTINGFGFINISH GRADEFHFIRE HYDRANTFLFLOW LINEFTFOOT/FEETGALVGALVANIZEDHORIZHORIZONTALHPHIGH POINTIEINVERT ELEVATIONININCHESINCLINCLUDEDLFLINEAR FEETLPLOW POINTLTLEFTMAXMAXIMUMMINMINIMUMMISCMISCELLANEOUSMPMID POINTNNORTHNTSNOT TO SCALEOCON CENTERPERFPERFORATEDPTPRESSURE TREATEDPVCPOLYVINYL CHLORIDE PIPER, RADRADIUSRIMRIM ELEVATIONROW, R/WRIGHT OF WAYRTRIGHTSSOUTH, SLOPESFSQUARE FEETSPECSSPECIFICATIONSSTASTATIONSTDSTANDARDSTMSTORM SEWERTBTHRUST BLOCKTCTOP OF CURBTFTOP OF FOOTING/FOUNDATIONTWTOP OF WALLTYPTYPICALVCVERTICAL CURVEVERTVERTICALWWESTEASEMENTRIGHT OF WAYMATCHLINESTORM SEWER LATERALOHPOHPOVERHEAD POWERSTORM SEWER MAINWATER LINEELECTRICAL JUNCTION BOXDEMOLITIONDEMOLITION OF EXISTING FACILITIESCLEAN OUTIRRIGATION CONTROL VALVESTRIPING TURN ARROWHMA PAVEMENT#####SANITARYSANITARY MANHOLESTORMSTORM DRYWELLSANITARY SEWERBURIED POWERFIBER OPTICDEMOLITION OF EXISTING ASPHALTGAS LINEDEMOLITION OF EXISTING CONCRETE SURFACE CHAIN LINK FENCECATCH BASIN TYPE 1SHRUBSSHRUBS REMOVALCITY OF PASCO PROJECT NUMBER: 12002DEMOLITION/SALVAGE OF EXISTING EXISTING TREE TO BE PRESERVEDEXISTING SHRUBS TO BE PRESERVEDEROSION CONTROL NOTE#CATCH BASIN PROTECTIONLAWNCRUSHED ROCKBASALT ROCK MULCHSTREET LIGHT CONDUITCFGRADING FILL CATCH GRADING CUT CATCHFILE: K:\15620\CIVIL\DWGS\SHEETS\G-02 LEGEND.DWG
LEGEND & ABBREVIATIONS
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
17560NO SCALEP. HARMSENT.SKADORWAFINAL PLANG-02270FEBRUARY 2021M.ESHGHITRAFFIC SIGNAL CROSSING CONDUITTSTSSTREET LIGHTHMA PAVEMENT REPAIRCATCH BASIN TYPE 2GRAVEL/ROCK/MULCH SURFACE IRRIGATION CROSSING SLEEVEIRRIRRSEGMENTED BLOCK WALL
CL12' CENTER TURN LANE11'12'2' MIN11'12'VARIES,SEE PLANR/WR/W~37'-38' EXISTING FACE OF CURB TO FACE OF CURB58' FACE OF CURB TO FACE OF CURB21' LINEAR PARK21' LINEAR PARK100'15' UTILITY EASEMENT10' UTILITY EASEMENTESMTESMT50'50'2.00%APPROX.2.00%2.00%APPROX.2.00%2:1 CUT4:1 FILLPROPOSED1'EXTEND CRUSHED ROCKSUBGRADE 1' BEYONDCURB AND GUTTER (TYP)STREET LIGHTSTREET LIGHTEXISTING CURBTO BE REMOVEDEXISTING CURBTO BE REMOVEDPROPOSEDCURB ANDGUTTERPROPOSEDCURB ANDGUTTER2" CRUSHEDSURFACINGTOP COURSE8" CRUSHEDSURFACINGBASE COURSE2" CRUSHEDSURFACINGTOP COURSE8" CRUSHEDSURFACINGBASE COURSEFINISH GRADEPROFILE REFERENCEPOINT4" HMA CLASS 12" PG 64-284" HMA CLASS 12" PG 64-28PROPOSED10' ASPHALTMULTI-USE TRAIL2.00%2:1 CUT4:1 FILLVARIESVARIES,SEE PLAN7'CONCRETESIDEWALK2.00%VARIES2.00%2.00%8'6'RE-ESTABLISH CROWNSAWCUT,MATCH EXISTINGSAWCUT,MATCH EXISTINGSAWCUT,MATCH EXISTING2" CRUSHED SURFACINGTOP COURSE8" CRUSHED SURFACINGBASE COURSECOMPACTED SUBGRADESAWCUT EDGEAPPROX. 1'-2'FROM EXIST. GUTTERSAWCUT EDGEAPPROX. 1'-2'FROM EXIST. GUTTER7'WHEN ATTACHED TO CURB2' MIN2.00%2.00%17'17'EXISTING PAVEMENTPRESERVE AND PROTECT4" HMA CLASS 12" PG 64-28ARGENT ROAD TYPICAL 5-LANE SECTION WIDENINGNO SCALE1--FILE: K:\15620\CIVIL\DWGS\SHEETS\G-03 STREET SECTIONS.DWG
FEBRUARY 2021STREET SECTIONS
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
17560NO SCALEP. HARMSENT.SKADORWAFINAL PLANG-03370N. 20TH AVENO SCALE2--M.ESHGHINO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.com
SLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSL80+0081+0082+0083+0084+0085+0086+0087+0088+0012+00 13+00
14+00
15+00
0+50 1+00 2+00 3+00 3+50
L4L5BENCHMARK #186+13.3080+54.86L6L7SLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSL71+0072+0073+0074+0075+0076+0077+0078+0079+0014+00 15+00 16+00 16+50L173+12.31BENCHMARK #277+59.64L5C1Line Table: AlignmentsLine #L1L4L5L6L7Length256.64666.77853.77150.02149.96BearingN13° 10' 00.24"WN0° 58' 23.24"EN89° 07' 53.53"EN0° 52' 06.47"WN0° 59' 35.56"WStart Point Northing339302.7251339058.0511339495.0619339349.5555339499.5584End Point Northing339552.6214339724.7251339508.0026339499.5584339649.5000Start Point Easting1989040.78841990297.73491989451.70121989749.27491989747.0011End Point Easting1988982.32881990309.05891990305.37771989747.00111989744.4016Start Station13+93.369+00.0077+59.520+50.002+00.02End Station16+50.0015+66.7786+13.302+00.023+49.98Curve Table: AlignmentsCurve #C1Radius1999.83Length914.04Chord DirectionN76° 02' 15.90"EStart Point Northing339276.4344End Point Northing339495.0619Start Point Easting1988572.3664End Point Easting1989451.7012Start Station68+45.48End Station77+59.52N03060SCALE: 1" = 30'W. ARGENT ROADTECH ROADFILE: K:\15620\CIVIL\DWGS\SHEETS\G-09 ALIGNMENT.DWG
FEBRUARY 2021ALIGNMENT AND BENCHMARK PLAN
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 30'P. HARMSENT.SKADORWAFINAL PLANG-04470VARNEY LANESARACENO WAYN. 20TH AVENUE W. ARGENT ROADMATCH LINE - STA 79+50 SEE ABOVE THIS SHEET
MATCH LINE - STA 79+50
SEE BELOW THIS SHEET100'CBCPARCEL NUMBER: 119170013PORT OF PASCOPARCEL NUMBER: 117010010BENCHMARK #1BRASS CAP/CASE CENTER OF W ARGENT RD & N 20TH AVECOP BM NO. 89-5N. 339508.00E. 1990305.38ELEV. 413.52BENCHMARK #2BRASS CAP/CASE CENTER OFW ARGENT RD STA 77+59.52COP BM NO. 87-5N.339495.14E.1989451.81ELEV. 409.06BENCHMARKS***NGVD29 CITY OF PASCO DATUM. BASIS OF BEARING: NAD83(91) WA SPC SOUTH ZONE.VERTICAL DATUMM.ESHGHINO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comPORT OF PASCOPARCEL NUMBER: 117010010CBCPARCEL NUMBER:119170013
FILE: K:\15620\CIVIL\DWGS\SHEETS\G-04 SWALE SECTIONS.DWG
FEBRUARY 2021STREET DETAILS
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
17560NO SCALEP. HARMSENT.SKADORWAFINAL PLANG-05570M.ESHGHINO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.com
FILE: K:\15620\CIVIL\DWGS\SHEETS\G-04 SWALE SECTIONS.DWG
FEBRUARY 2021STREET AND STORM DETAILS
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
17560NTSP. HARMSENT.SKADORWAFINAL PLANG-06670M.ESHGHINO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.com
FILE: K:\15620\CIVIL\DWGS\SHEETS\G-04 SWALE SECTIONS.DWG
FEBRUARY 2021STREET AND STORM DETAILS
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
17560NTSP. HARMSENT.SKADORWAFINAL PLANG-07770M.ESHGHINO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.com
2'VARIES 0.5' TO 2.5'12" MIN8"0.5'
4" MIN.TYP.3.5'FLOW1.5' MAX.3' MIN.1.5'GROUT AROUND PIPE (TYP)ADJUSTABLE VALVE BOXFLOW SENSORSCH. 40 PVC2" DCVA WITH BALL VALVESCARSON INDUSTRIES MODEL 1730 VALVE BOX WITH LIDWATER METER AND VAULT PER CITY PASCOSTD. DETAIL W-3CARSON INDUSTRIES MODEL1730 VALVE BOX WITH LIDFINISH GRADE2" WATER SERVICE PIPERAINBIRD 33-DLRC QUICKCOUPLERMASTER VALVEIRRIGATION MAINLNE, SIZEPER PLAN2' MIN.SUPPORT BRICKS (TYP)6" MIN .
12" MAX.34" GALVANIZED STEELRISEREXISTING 18" WATER MAIN8" MIN.1.7'1" CLR.
MIN. TYP.
8" MIN.DRAINAGE BACKFILL (TYP)FILE: K:\15620\CIVIL\DWGS\SHEETS\G-06 IRRIGATION MAIN DETAILS.DWG
FEBRUARY 2021SITE DETAILS
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
17560NO SCALEP. HARMSENT.SKADORWAFINAL PLANG-08870SEGMENTED BLOCK WALLNO SCALE2--IRRIGATION DCVA POINT OF CONNECTIONSCALE: 1" = 1'1--NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
PROPOSED HMA PAVEMENT,WIDTH VARIESEXISTING ASPHALT SECTIONCURB ANDGUTTERCONDITION VARIES,SEE PLANMATCH EXISTINGSAWCUT4" HMACLASS 12"PG 64-282" CRUSHEDSURFACINGTOP COURSE8" CRUSHEDSURFACINGBASE COURSECOMPACTED SUBGRADEMIN 95%LONGITUDINAL JOINTSEAL (TYP.)3" HMA CLASS 12" PG 64-28COMPACTEDSUBGRADEMIN 95%6" CRUSHED SURFACINGTOP COURSEPLANTING SOILCOMPACT TO 90% OFMAXIMUM DENSITY2%** SLOPE TOWARDS ARGENT ROAD10'6"6"1:11:1CITY OF PASCO CURB& GUTTER PER STD.DWG ST-64" COMMERCIALCONCRETE4" COMMERCIALCONCRETE4" COMMERCIALCONCRETE4" CRUSHED SURFACINGTOP COURSE12" TALL PEDESTRIANCURB PER WSDOT STDPLAN F-10.12-045'VARIESPROPOSED HMAPAVEMENTPER DETAIL 3THIS SHEET4" CRUSHED SURFACINGTOP COURSEVARIESCOMPACTEDSUBGRADEMIN 95%12" TALL PEDESTRIANCURB PER WSDOT STDPLAN F-10.12-04COMPACTEDSUBGRADEMIN 95%CITY OF PASCO CURB& GUTTER PER STD.DWG ST-6PROPOSEDHMAPAVEMENTSLOPE VARIES6"*SLOPE VARIES*TYPICAL HEIGHT. CURB HEIGHT VARIES ONSOME TRAFFIC ISLANDS, SEE ISLAND DETAILSHEETSFINISHED SURFACE12" PERFORATED DRAIN PIPE.LENGTH VARIES, SEE CIVIL PLANS10' (MIN) SOLID 12" STORM PIPESTANDARD DRYWELL PERWSDOT STD PLAN B-20.40-04INLET PIPEUNDISTURBED SOIL·–·–···3'18"
0.5'5'DRAIN ROCK12" PERF PIPEWITH FILTER FABRIC SOCKAROUND PIPEBIO-SOIL MEDIA*INFILTRATION TRENCH PER COP STD DETAILSD-3 AND PER SECTION A ABOVENATIVE SOILGEOTEXTILE FABRIC3"5' SIDEWALKVARIESSEE PLANS2% MAX2% MAXFILE: K:\15620\CIVIL\DWGS\SHEETS\G-05 SIDEWALK RAMP DETAILS.DWG
FEBRUARY 2021STREET AND STORM DETAILS
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
17560NO SCALEP. HARMSENT.SKADORWAFINAL PLANG-09970TRAFFIC ISLAND DETAILNO SCALE1--PAVEMENT WIDENINGNO SCALE3--MULTIUSE PATHNO SCALE2--BUS STOP PADNO SCALE4--INFILTRATION TRENCH & DRYWELL CONNECTIONNO SCALE5--3.5' MININFILTRATION TRENCH SECTIONNO SCALEA--NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM. ESHGHIBUS SHELTER PAD6" THICK COMMERCIALCONCRETEWELDED WIRE MESH6X6 - D6.5XD6.5COMPACTEDSUBGRADE, MIN 95%COMPACTION4" CRASHEDSURFACING TOPCOURSE MIN 95%COMPACTIONVARIES, SEE PLANS
”“”O.D.ZONE A(6" MIN)WO.D.PIPE BEDDING, COMPACTTO 95% MIN (ASTM D1557)FILE: K:\15620\CIVIL\DWGS\SHEETS\G-05 SIDEWALK RAMP DETAILS.DWG
FEBRUARY 2021TRENCH DETAIL
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
17560AS SHOWNP. HARMSENT.SKADORWAFINAL PLANG-101070NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM. ESHGHIPIPE BEDDING DETAIL FOR STORM, WATERMAINS, IRRIGATION, GAS AND DRY UTILITIESNO SCALE1--
SLSLSLSLSLSLSLSLSLSLSLSLSLSLSL80+0081+0082+0083+0084+0085+0086+0087+0088+0080+0081+0082+0083+0084+0085+0086+0087+0088+002@@@@@@@@@@@@@@@@22180+24.61 (74.89' L)80+86.10 (75.32' L)80+84.51 (71.45' R)BEGIN SILT FENCE85+09.02 (53.02' R)END SILT FENCE84+63.73 (60.00' L)END SILT FENCE80+91.97 (60.00' L)81+75.50 (65.00' R)81+87.60 (70.05' R)82+04.26 (68.82' R)82+09.30 (65.00' R)@@@@@@@@@@@@83+02.32 (61.84' L)84+82.33 (65.00' R)SLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSL71+0072+0073+0074+0075+0076+0077+0078+0079+0071+0072+0073+0074+0075+0076+0077+0078+0079+0021@@@@@@@@276+65.23 (61.29' L)BEGIN SILT FENCE73+88.83 (45.08' R)BEGIN SILT FENCE74+24.98 (65.00' R)75+44.38 (65.00' R)@@@@@@@75+58.41 (51.43' R)END SILT FENCE77+95.46 (51.97' L)N03060SCALE: 1" = 30'W ARGENT ROADTECH ROADFILE: K:\15620\CIVIL\DWGS\SHEETS\E-01 EROSION PLAN STA 51+00 TO 87+00.DWG
FEBRUARY 2021STA 71+00 TO 88+00
EROSION CONTROL PLAN ARGENT RD
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" =30'P. HARMSENT.SKADORWAFINAL PLANE-011170VARNEY LANESARACENO WAYW. 20TH AVENUE W ARGENT ROADEROSION CONTROL NOTES:INSTALL CATCH BASIN PROTECTION SEE WSDOT STD PLAN I-40.20-00INSTALL SEDIMENT FENCESEE WSDOT STD PLAN I-30.15-0221MATCH LINE - STA 79+50 SEE ABOVE THIS SHEET
MATCH LINE - STA 79+50
SEE BELOW THIS SHEET
NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
FILE: K:\15620\CIVIL\DWGS\SHEETS\E-01 EROSION PLAN STA 51+00 TO 87+00.DWG
FEBRUARY 2021EROSION CONTROL DETAILS
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
17560NTSP. HARMSENT.SKADORWAFINAL PLANE-021270CITY OF PASCO PROJECT NUMBER: 12002
NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
SLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSL71+0072+0073+0074+0075+0029213467543391651214(TYP)15(TYP)15(TYP)101111117'17'1616819915+00
16+00
16+5018
181919181918201111112'2'17N02040SCALE: 1" = 20'MATCH LI
N
E
-
S
T
A
7
5
+
5
0
SEE SHE
E
T
D
-
0
2W ARGENT ROADSARACENO WAY
DEMOLITION NOTES:DEMOLISH AND DISPOSE OFF SITE EXISTING CURB AND GUTTERDEMOLISH AND DISPOSE OFF SITE EXISTING ASPHALT AND BASE ROCKPRESERVE AND PROTECT, EXISTING MANHOLEDEMOLISH AND DISPOSE OFF SITE EXISTING CATCH BASIN. CUT ANDFILL EXISTING PIPE WITH GROUT AND CAP STORM PIPE DEMOLISH AND DISPOSE OFFSITE EXISTING CATCH BASIN, CUT CUT EXISTING STORMDEMOLISH AND DISPOSE OFF SITE EXISTING STORM DRAIN PIPE DEMOLISH AND DISPOSE OFF SITE EXISTING FENCE, POLES AND FOOTINGS.PRESERVE AND PROTECT, EXISTING STORM DRAIN PIPEDEMOLISH AND DISPOSE OFF SITE EXISTING CONCRETEEXISTING STREET LIGHT & J-BOX, REMOVE AND SALVAGE POLE FORREINSTALLATION. SALVAGE HPS FIXTURE AND RETURN TO FRANKLINPUD OPERATIONS WAREHOUSE, 2103 N FOURTH AVE. PASCO, WA.REMOVE CONDUCTOR BACK TO SOURCE AND DISCONNECT. SALVAGEEXISTING SIGNS ATTACHED TO POLE.SAWCUT EXISTING ASPHALT 1' FROM GUTTERPRESERVE AND PROTECT, EXISTING FIRE HYDRANTPRESERVE AND PROTECT, EXISTING DRYWELLDEMOLISH AND DISPOSE OFF SITE EXISTING TREES AND SHRUBSPRESERVE AND PROTECT, EXISTING TREES AND SHRUBS PRESERVE AND PROTECT, EXISTING SIDEWALK REMOVE AND SALVAGE EXISTING WOODEN RAILROAD TIES, AS NEEDED APPROXIMATE CLEARING LIMITSSALVAGE EXISTING ROCK MULCH REMOVE AND DISPOSE OFF SITE EXISTING NO PARKING SIGN1234567891011121314151617VARNEY LANE
18FILE: K:\15620\CIVIL\DWGS\SHEETS\D-01 DEMO PLAN STA 71+00 TO 75+50.DWG
FEBRUARY 2021W ARGENT ROAD STA 71+00 TO 75+50
DEMOLITION PLAN
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 20'P. HARMSENT.SKADORWAFINAL PLAND-0113701920NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
SLSLSLSLSLSLSLSLSLSLSLSL76+0077+0078+0079+0017'17'23.3'40.5'8" SAN18" WATER14211113118271299814131315161672NEW ROWSLSLSLSLSLSLSLSLSLSLSLSLSLSLSL79+0080+0081+0082+0083+0017'17'18" WATER371112865118211044672121213EXISTINGUTILITY EASEMENT132721021231818192021222317171717177NEW ROWN02040SCALE: 1" = 20'MATCH LINE - STA 75+50SEE SHEET D-01MATCH LINE - STA 79+00SEE BELOWMATCH LINE - STA 79+00SEE ABOVE
MATCH LINE - STA 83+50SEE SHEET D-03NDEMOLITION NOTES:DEMOLISH AND DISPOSE OFF SITE EXISTING CURBAND GUTTERDEMOLISH AND DISPOSE OFF SITE EXISTING ASPHALTAND BASE ROCKPRESERVE AND PROTECT, EXISTING MANHOLEDEMOLISH AND DISPOSE OFF SITE EXISTING CATCHBASINREMOVE AND DISPOSE OFF SITE EXISTING DRYWELLDEMOLISH AND DISPOSE OFF SITE EXISTING STORMDRAIN PIPESAWCUT EXISTING ASPHALTDEMOLISH AND DISPOSE OFF SITE EXISTING FENCE,POSTS AND FOOTINGS PRESERVE AND PROTECT, EXISTING TREES AND SHRUBSDEMOLISH AND DISPOSE OFF SITE EXISTINGCONCRETEEXISTING STREET LIGHT & J-BOX, REMOVE ANDSALVAGE POLE FOR REINSTALLATION. SALVAGE HPSFIXTURE AND RETURN TO FRANKLIN PUDOPERATIONS WAREHOUSE, 2103 N FOURTH AVE.PASCO, WA. REMOVE CONDUCTOR BACK TO SOURCEAND DISCONNECT. SALVAGE EXISTING SIGNSATTACHED TO POLE.SAWCUT EXISTING ASPHALT 1' FROM GUTTERAPPROXIMATE CLEARING LIMIT PRESERVE AND PROTECT, EXISTING FENCEPRESERVE AND PROTECT, EXISTING POWER VAULTSREMOVE EXISTING TRAFFIC J-BOX REMOVE AND DISPOSE OF EXISTING SHRUBS ANDTREES EXISTING IRRIGATION LIMITS, CAP IRRIGATION ANDMAINTAIN IRRIGATION TO EXISTING GRASS ANDTREES THAT ARE NOT BEING REMOVED PRESERVE AND PROTECT EXISTING WATER VALVE.REMOVE CONCRETE COLLAR, ADJUST TO FINISHGRADE PRESERVE AND PROTECT HOTEL SIGN PRESERVE AND PROTECT EXISTING WATER VALVE PRESERVE AND PROTECT EXISTING WATER METER RELOCATE TREE, GAS LINE SHALL BE LOCATED PRIORTO TREE RELOCATION. SEE LANDSCAPE SHEETS1234567891011121302040SCALE: 1" = 20'W ARGENT ROADW ARGENT ROADTECHROAD
14FILE: K:\15620\CIVIL\DWGS\SHEETS\D-02 DEMO PLAN STA 75+50 TO 83+50.DWG
FEBRUARY 2021W ARGENT ROAD STA 75+50 TO 83+50
DEMOLITION PLAN
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 20'P. HARMSENT.SKADORWAFINAL PLAND-0214701516NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI17181920212223
SLSLSLSLSLSLSLSLTVTVTVTVTV84+0085+0086+0087+0088+0017'17'(TYP)(TYP)1281121113131010121210214110210411155316161718202019197121821161418121418222222911121212222424232121N02040SCALE: 1" = 20'MATCH LINE - STA 83+50SEE SHEET D-02
DEMOLITION NOTES:DEMOLISH AND DISPOSE OFF SITE EXISTING CURBAND GUTTERDEMOLISH AND DISPOSE OFF SITE EXISTING ASPHALTPRESERVE AND PROTECT, EXISTING PULL BOX PRESERVE AND PROTECT, EXISTING TRANSFORMER PRESERVE AND PROTECT, EXISTING STREET LIGHT REMOVE CONCRETE TO CONCRETE SCORE LINEPRESERVE AND PROTECT, EXISTING POWER VAULTSDEMOLISH AND DISPOSE OFF SITE EXISTING FENCE RELOCATE EXISTING GAS MARKER, BY OTHERSDEMOLISH AND DISPOSE OFF SITE EXISTINGCONCRETEEXISTING STREET LIGHT & J-BOX, REMOVE ANDSALVAGE POLE FOR REINSTALLATION. SALVAGE HPSFIXTURE AND RETURN TO FRANKLIN PUDOPERATIONS WAREHOUSE, 2103 N FOURTH AVE.PASCO, WA. SALVAGE EXISTING SIGNS ATTACHED TOPOLE.SAWCUT EXISTING ASPHALTEXISTING VALVE BOX, PRESERVE AND PROTECT FORRESETTING TO FINISH GRADEPRESERVE AND PROTECT, EXISTING SIGNAL POLE PRESERVE AND PROTECT, EXISTING FENCE PRESERVE AND PROTECT EXISTING TREES ANDSHRUBS REMOVE EXISTING GRAVELSALVAGE EXISTING ROCK MULCHAPPROXIMATE CLEARING LIMITSPRESERVE AND PROTECT, EXISTING MOW STRIPREMOVE AND DISPOSE, EXISTING SHRUBS AND TREESREMOVE AND SALVAGE FOR INSTALLATION EXISTINGSTEEL EDGING EXISTING IRRIGATION LIMITS, CAP IRRIGATION ANDMAINTAIN IRRIGATION TO EXISTING GRASS ANDTREES THAT ARE NOT BEING REMOVED RELOCATE TREE, GAS LINE SHALL BE LOCATED PRIORTO TREE RELOCATION. SEE LANDSCAPE SHEETS123456789101112131415W ARGENT ROADN. 20TH AVENUEMATCH LINE STA 12+50SEE SHEET D-041617FILE: K:\15620\CIVIL\DWGS\SHEETS\D-03 STA 83+50 TO 88+00.DWG
FEBRUARY 2021W ARGENT ROAD STA 83+50 TO 88+00
DEMOLITION PLAN
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 20'P. HARMSENT.SKADORWAFINAL PLAND-0315701821201922NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI2324
SLSLSLSLSLSLSLSLSLSLSLSL200'9+0010+0011+0012+0023(TYP)69+50.70 (7.9' LT)BEGIN CURB AND LANDSCAPE REMOVAL77486112+44.68 (13.82' L)BEGIN ASPHALT REMOVAL57311+50.44 (7.70' LT)END CURB AND LANDSCAPE REMOVAL11+50.39 (6.42' RT)END CURB AND LANDSCAPE REMOVAL9+50.97 (5.7' RT)BEGIN CURB AND LANDSCAPE REMOVALN02040SCALE: 1" = 20'DEMOLITION NOTES:DEMOLISH AND DISPOSE OFF SITE EXISTING ASPHALTPRESERVE AND PROTECT, EXISTING MANHOLESAWCUT EXISTING ASPHALT REMOVE EXISTING TRAFFIC CURBPRESERVE AND PROTECT, EXISTING TREES AND SHRUBS REMOVE AND DISPOSE OFF SITE EXISTING TREES ANDSHRUBS REMOVE AND SALVAGE EXISTING DECORATIVE BASKET FRAME CUT, CROP AND REMOVE IRRIGATION IN ISLAND, SEE IRRIGATION PLANS FOR MORE INFORMATION.1234568N. 20TH AVENUE7FILE: K:\15620\CIVIL\DWGS\SHEETS\D-04 STA 9+50 TO 15+00.DWG
FEBRUARY 2021N 20TH AVENUE STA 9+50 TO 12+50
DEMOLITION PLAN
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 20'P. HARMSENT.SKADORWAFINAL PLAND-041670MATCH LINE STA 12+50
SEE SHEET D-03
NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENTM.ESHGHI
SLSLSLSLSLSLSLSLSLSLSLSLSLSLEXISTING CONVENIENCESTORE PARKING LOTEXISTING 15" DUCTILE IRRIGATION LINE15+00 16+00 16+50
10'
100'
15'
17'17'12'
12'11'STA 73+12.31 ARGENT RD=STA 15+32.85 VARNEY LN10'151321617631411458991012121348R50'R50'1234567810121391171+0072+0073+0074+0075+00143412FG 408FG 407778.5'
43'STA 73+96.68 (49.67' LT)MATCH EXISTING SIDEWALKSTA 73+58.29 (77.87' LT)MATCH EXISTING SIDEWALK44STA 73+31.44 (97.66' LT)BEGIN CURB AND GUTTERSTA 72+91.84 (56.5' LT)END CURB AND GUTTERMATCH EXISTINGSTA 72+79.34 (35.3' LT)BEGIN CURB AND GUTTERSTA 72+84.01 (68.52' RT)BEGIN CURB AND GUTTERSTA 72+75.72 (51.38' RT)END CURB AND GUTTERSTA 73+36.68 (86.3' RT)BEGIN CURB AND GUTTER5'R
5
0
'
-2.00%STA 74+22.96 (48.00' RT)FG 407.93STA 73+98.20 (39.51' RT)FG 407.66STA 73+88.67 (39.47' RT)FG 407.59STA 73+19.73 (97.51' LT)FG 406.87MATCH EXISTINGSTA 73+19.34 (54.97' LT)FG 406.65MATCH EXISTING18EXISTING GROUNDAT CENTERLINEAT CENTERLINE390395 400405410415390395400405410415406.24406.34406.43406.5272+00EG 406.61406.70406.79406.87406.96
73+00EG 407.04
407.20
407.28
407.35
407.46
74+00EG 407.58
407.69
407.80
407.90
407.98
12345678910111213N02040SCALE: 1" = 20'MATCH LINE - ST
A
7
5
+
0
0
SEE SHEET C-02
KEY NOTESPRESERVE AND PROTECT, EXISTING SANITARY MANHOLENOT USEDTYPE PARALLEL A ADA RAMP PER WSDOT STD PLAN F-40.12-03 SEE RAMP DETAIL SHEET C-09 CURB AND GUTTER TYPE A PER CITY OF PASCO STD DWG ST-6PRESERVE AND PROTECT, EXISTING SIGN LIGHT10' WIDE MULTIUSE ASPHALT PATH . SEE DETAIL 2 ON SHEET G-09 INFILTRATION TRENCH PER DETAIL 5 ON SHEET G-09 PRESERVE AND PROTECT EXISTING ASPHALT HMA PAVEMENT PER SECTION SHEET G-03PROPOSED ROW NOT USED PROPOSED UTILITY EASEMENT TYPE PERPENDICULAR A RAMP PER WSDOT STD PLAN F-40.15-04.. SEE RAMP DETAILS ON SHEET C-65' SIDEWALK PER CITY OF PASCO STD DWG ST-4 SET CENTERLINE MONUMENT PER CITY OF PASCO STD DWG 3-8 TYPE PERPENDICULAR A RAMP PER WSDOT STD PLAN F-40.15-04. SEE RAMP DETAILS ON SHEET C-7 TYPE PERPENDICULAR A RAMP PER WSDOT STD PLAN F-40.15-04. SEE RAMP DETAILS ON SHEET C-8 IRRIGATION SLEEVE, SEE L-01123W ARGENT ROADSARACENO
WAY
45678VARNEY LANEW ARGENT ROAD91011121314150 5 10SCALE: 1" = 5'02040SCALE: 1" = 20'FILE: K:\15620\CIVIL\DWGS\SHEETS\C-1 PLAN & PROFILE STA 71+00 TO 75+50.DWG
FEBRUARY 2021W ARGENT ROAD STA 71+00 TO 75+00
PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 20'P. HARMSENT.SKADORWAFINAL PLANC-011770GENERAL NOTES1. SEE SHEETS C-06, C-07, C-08, AND C-09 FOR CURBRETURN DETAILS2. CATCH BASINS SHALL BE TYPE 1 AND TYPE 2 PER CITY OF PASCOSTD DWG SD-1 AND SD-2STORM NOTESIRRIGATION KEY NOTES2" DCVA, SEE DETAIL 2 ON SHEET G-082" CAP2" WATER SERVICE 2" WATER METER12341617NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI18
75+0076+0077+0078+0079+00L=914.04'Δ=26°11'15"R=1999.83'N89° 07' 54"E853.77'10'
12'STA 77+59.52 PT15'17'17'STA 76+00.98 (42.1' LT) ERTC 409.06BEGIN CURB & GUTTERMATCH EXISTING7'100'12'STA 76+60.22 (60.00' LT)TC 401.01BEGIN CURB & GUTTERMATCH EXISTINGR25'R10'7'10'10'10'8'TW 412.50BW 412.50TW 412.50BW 410.00TW 412.50BW 410.00TW 412.50BW 412.5036228995111355141556712456789101112133FG 409FG 408FG 408FG 409FG 409FG 4091416165'121817-2.0%
-2.0%
-2.0%
-2.0%STA 76+01.25 (48.00' RT)FG 408.78STA 76+32.43 (39.50' RT)FG 408.84STA 77+87.38 (39.50' RT)FG 409.57STA 78+75.86 (47.98' RT)FG 410.301516171819STA 75+83.88 (17.0' RT)MATCH EXISTINGSTA 75+84.10 (17.0' LT)MATCH EXISTINGFG 410FG 409172021SLSLSLSLSLSLSLSLSLSLSLSLSL75+0076+0077+0078+0079+00TVTVTVTVTVTVTVTVTVTV15'1310'191939039540040541041542039039540040541041542075+00EG 408.08408.17408.28408.38408.4276+00EG 408.43408.62408.62408.76408.93
77+00EG 409.04
409.16
409.27
409.38
409.50
78+00EG 409.61
409.71
409.78
409.84
409.90
79+00EG 409.97 EXISTING GROUNDAT CENTERLINEEXISTING GROUNDAT CENTERLINE
123456789101415161718192021131211N02040SCALE: 1" = 20'MATCH LINE - STA 79+00SEE SHEET C-03KEY NOTESPRESERVE AND PROTECT, EXISTING SANITARY MANHOLECURB AND GUTTER TYPE A PER CITY OF PASCO STD DWG ST-6 EXISTING CENTERLINE MONUMENT.NOT USEDSTREET LIGHT, SEE SHEET C-1910' WIDE MULTIUSE ASPHALT PATH . SEE DETAIL 2 ON SHEET G-09 CONSTRUCT SEGMENTED BLOCK WALL. SEE DETAIL 2 ON SHEET G-08 PRESERVE AND PROTECT EXISTING ASPHALT AC PAVEMENT PER SECTION ON SHEET G-03 NOT USED PROPOSED ROW NOT USED PROPOSED UTILITY EASEMENT TYPE SINGLE DIRECTION A ADA RAMP PER WSDOT STD PLANF-40.16-037' SIDEWALK PER CITY OF PASCO STD DWG ST-4 INFILTRATION TRENCH PER DETAIL 5 ON SHEET G-09 CONTRACTOR SHALL POTHOLE EXISTING PRIMARY POWER AT WALLAND VAULT. COORDINATE WITH FRANKLIN PUD. IF DEPTH OF COVERTO FINISH GRADE WILL BE LESS THAN 4 FT, CONSTRUCT CONCRETECAP OVER POWER, COORDINATE LIMITS WITH FRANKLIN PUD. POTHOLE EXISTING IRRIGATION IRRIGATION SLEEVES, SEE L-02123W ARGENT ROAD456W ARGENT ROAD789101112131415MATCH LINE - STA 75+00SEE SHEET C-0102040SCALE: 1" = 20'0 5 10
SCALE: 1" = 5'
FILE: K:\15620\CIVIL\DWGS\SHEETS\C-2 STA 75+50 TO 79+00.DWG
FEBRUARY 2021W ARGENT ROAD STA 75+00 TO 79+00
PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 20'P. HARMSENT.SKADORWAFINAL PLANC-021870GENERAL NOTES1.SEE SHEETS C-10 AND C-11 FOR CURB RETURN DETAILS.2.CATCH BASINS SHALL BE TYPE 1 AND TYPE 2 PER CITY OF PASCOSTD DWG SD-1 AND SD-2STORM NOTES161718NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI19
79+0080+0081+0082+0083+00MATCHEXISTINGPAVEMENTSTA 80+35.86 (68.51' RT)MATCHEXISTINGPAVEMENTSTA 80+73.86 (68.42' RT)36'N89° 07' 54"E853.77'17'
10'
7'
7'
12'
100'
15'7'10'END PAVEMENTMATCH EXISTINGEND CURB AND GUTTERSTA 80+37 (78' LT)7'STA 80+54.86 W ARGENT RD=STA 2+00.00 TECH ROAD316151541857712812121316814178100'14END PAVEMENTMATCH EXISTINGEND CURB AND GUTTERMATCH EXISTINGSTA 80+73 (78' LT)MATCH EXISTING78109STA 81+76.52 (41.00' LT)TC 411.00STA 82+75.80 (29.00' LT)TC 411.7123456789101112131415161718212223242526127FG 410FG 411FG 411FG 411FG 411FG 412FG 409FG 4115'STA 81+69.97 (39.50' RT)FG 411.45FG 410FG 4101+00.00 2+00.00 3+00.001+50.00 2+50.0010
105'STA 81+03.52 (48.50' RT)STA 80+15.67 (46.41' RT)20282930313220225'3433SLSLSLSLSLSLSLSLSLSLSLSLSLSLSLTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV10'STA 82+19.74 (48.00' RT)FG 411.802991122113STA 82+04.43 (49.50' RT)FG 411.75197.5'STA 81+69.96 (49.50' RT)FG 411.65242423245'11.5'5'4.5'STA 82+03.99 (39.50' RT)FG 411.552334.0'5'534.0'7.5'11.5'5'7'39540040541041542039540040541041542079+00EG 409.97410.06410.16410.26410.3680+00EG 410.46410.56410.67410.79410.90
81+00EG 411.01
411.10
411.17
411.24
411.32
82+00EG 411.39
411.48
411.58
411.67
411.77
83+00EG 411.87
411.97
412.07 EXISTING GROUNDAT CENTERLINEAT CENTERLINE STA 80+54.86 ARGENT ROAD =CENTERLINE TECH ROAD
12345678910111219202122232425262728293031323334131415161718N02040SCALE: 1" = 20'MATCH LINE - STA 79+00SEE SHEET C-02
MATCH LINE - STA 83+50SEE SHEET C-04KEY NOTESEXISTING SANITARY MANHOLE. PRESERVE AND PROTECT EXISTING WATER VALVE WITH 2' DIAMETER CONCRETE COLLAR ,ADJUST TO GRADE, INSTALL CONCRETE COLLARS. SET CENTERLINE MONUMENT, PER COP STD DWG ST-1 STA.80+54.86TYPE PERPENDICULAR A RAMP PER WSDOT STD PLAN F-40.15-04. SEE RAMP DETAILS ON SHEET C-12 BUS SHELTER PAD, 6" THICK COMMERCIAL CONCRETE, DETAIL 4 ONSHEET G-09CURB AND GUTTER TYPE A PER CITY OF PASCO STD DWG ST-610' MULTIUSE ASPHALT PATH SEE DETAIL 2 ON SHEET G-091234W ARGENT ROADTECHROAD
56 STREET LIGHT, SEE SHEET C-21 EXISTING WATER METER, PRESERVE ANDPROTECT INFILTRATION TRENCH PER DETAIL 5 SHEET G-09 EXISTING WATER VALVE . ADJUST TO FINISHGRADEHMA PAVEMENT PER SECTION, SHEET G-03 PRESERVE AND PROTECT EXISTING ASPHALT PROPOSED ROW87101112W ARGENT ROAD13141517 TYPE SINGLE DIRECTION B ADA RAMP PER WSDOT STD PLAN F-40.16-03 7' SIDEWALK PER CITY OF PASCO STD DWG ST-4 PROPOSED UTILITY EASEMENT TYPE PERPENDICULAR A RAMP PER WSDOT STD PLAN F-40.15-04. SEE RAMP DETAILS ON SHEET C-13 EXISTING HOTEL SIGN, PRESERVE AND PROTECT POTHOLE EXISTING IRRIGATION18190 5 10SCALE: 1" = 5'02040SCALE: 1" = 20'FILE: K:\15620\CIVIL\DWGS\SHEETS\C-3 STA 79+00 TO 83+50.DWG
FEBRUARY 2021W ARGENT ROAD STA 79+00 TO 83+50
PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 20'P. HARMSENT.SKADORWAFINAL PLANC-031970GENERAL NOTES1.SEE SHEETS C-12, C-13, C-14 , AND C-15 FOR CURB RETURN DETAILS.2.CATCH BASINS SHALL BE TYPE 1 AND TYPE 2 PER CITY OF PASCO STD DWG SD-1 AND SD-23.PERFORATED PIPE ELEVATIONS EQUAL TO DRYWELL OUTLET ELEVATIONS4.DRYWELLS SHALL BE TYPE 2 PER WSDOT STD PLAN B-20.40-04SEE SHEET C-05BSTORM NOTESSEE SHEET C-05B20NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI921 PRESERVE AND PROTECT GAS RISER INSTALL SALVAGED BUS STOP SIGN 5' SIDEWALK PER CITY OF PASCO STD DWG ST-4 IRRIGATION SLEEVES, SEE L-0322162324
12384+0085+0086+0087+0088+0013+00
14+00
86+13.30 W ARGENT ROAD =13+50.00 W 20TH AVEW ARGENT ROADPRESERVEAND PROTECT,EXISTING SIGNEXISTING 15" DUCTILE IRRIGATION LINER2'N89° 07' 54"E853.77'R
3
'R85'STA 85+83.88 (95.80' LT) EREND CURB AND GUTTER.MATCH EXISTINGTC 412.84FG 413FG 413FG 412FG 413FG 412FG 412FG 41217'17'10'100'10'7'
13.5'3'7'7'10.85
'
13
.
6
'
3'
11'11'5' (TYP)5'
(
T
Y
P
)
1
9
.
5
'17.85'SLSLSLSLSLSLSLSLSL42021231599910910991446771211661612181717111220212112R92.5
'R72.5
'R2'R3'R30'R15'R60'R103.5'R2'
R2'123STA 85+43.77 (51.06' RT)R57.5'R53.5'132.0'2
'1377662214177699910STA 86+61.43 (22.0' LT)MATCH EXISTINGSTA 86+59.49 (19.5' RT)END CURB AND GUTTERMATCH EXISTINGSTA 86+40.35 (37.0' RT)BEGIN CURB AND GUTTERMATCH EXISTING2314-2.0%18STA 84+07.25 (48.54' RT)FG 412.07STA 84+22.46 (45.12' RT)FG 412.76STA 84+61.88 (45.09' RT)FG 412.96STA 84+80.84 (48.75' RT)FG 412.80-2.0%STA 85+99.29 (88.46' LT)EG 412.67MATCHEXISTINGSTA 85+98.20 (17.00' LT)EG 413.63MATCHEXISTINGSTA 85+97.51 (17.00' RT)EG 413.96MATCH EXISTINGSTA 85+96.10 (104.84' RT)STA 86+46.55(73.47' RT)TC 414.63MATCHEXISTINGSTA 86+57.80 (61.82' RT)EG 413.40MATCHEXISTINGSTA 86+49.22 (74.93' RT)EG 414.00MATCHEXISTINGSTA 86+55.16(59.72' RT)TC 413.96MATCHEXISTINGSTA 86+43.48(48.43' LT)TC 412.87END CURB AND GUTTERMATCH EXISTINGSTA 86+52.53(27.40' LT)TC 412.68BEGIN CURB AND GUTTERMATCH EXISTING1313STA 84+53.39 (49.06' LT)FG 412.89STA 84+67.05 (47.45' LT)FG 413.02STA 84+75.34 (46.03' LT)FG 413.03STA 84+99.49 (46.13' LT)FG 413.09STA 85+15.64 (42.89' LT)FG 413.07STA 85+28.16 (41.59' LT)FG 413.04STA 86+38.34(16.39' RT)TC 413.58MATCH EXISTINGSTA 85+65.85 (71.69' LT)FG 413.0110'198D24400405410415420425400405410415420425412.18412.2984+00EG 412.39412.50412.61412.71412.8085+00EG 412.90413.04
413.20
413.36
413.65
86+00EG 413.80
413.82
413.36
412.58
412.09
87+00EG 411.59
411.16
410.80
410.20
88+00EG EXISTING GROUND AT CENTERLINE86+13.30 ARGENT ROAD =
13+50.00 W 20TH AVE
EXISTING GRADE AT CENTERLINE N02040SCALE: 1" = 20'MATCH LINE - STA 83+50SEE SHEET C-03
KEY NOTESNOT USEDTYPE PARALLEL A RAMP PER WSDOT STD PLAN F-40.12-037' SIDEWALK PER CITY OF PASCO STD DWG ST-4.STREET LIGHT SEE SHEET C-21NOT USEDAC PAVEMENT SECTION, SHEET G-03CURB AND GUTTER TYPE A PER CITY OF PASCO STD DWGST-6SEE RAMP DETAILS ON SHEET C-18ADA TILE, TRUNCATED DOME. SEE WSDOT STD PLANF-45.10-026" WIDE CEMENT CONCRETE PEDESTRIAN CURB PERWSDOT STD PLAN F-10.12-04.PRESERVE AND PROTECT EXISTING ASPHALTPROPOSED ROWTYPE PERPENDICULAR A RAMP PER WSDOT STD PLANF-40.15-044" THICK COMMERCIAL CONCRETE WITHIN TRAFFICISLAND, SEE DETAIL 1, SHEET G-09 10' WIDE MULTIUSE ASPHALT PATH. SEE DETAIL 2, SHEETG-09 PROPOSED UTILITY EASEMENT SEE DETAIL 1, SHEET G-09 AND SHEET C-19 FORPEDESTRIAN WALKWAY AND ISLAND DETAILS. INSTALL 6" THICK LAYER OF CSTC TO DISTURBANCELIMITS, MATCH EXISTING CSTC. INSTALL SALVAGEDRAILROAD TIES, MATCH EXISTING. SEE RAMP DETAILS ON SHEET C-17ADJUST WATER VALVE MANHOLE COVER TO GRADE PERCITY OF PASCO STD DWG W-4 RESTORE STEEL EDGING TO BACK OF CURB AND GUTTER,OR SIDEWALK SEE RAMP DETAILS ON SHEET C-16 SEE TRAFFIC ISLAND DETAILS ON SHEET C-20 EXISTING SIGN, PRESERVE AND PROTECT1234567891011121314 W ARGENT ROAD15N 20TH
AVESEE SHEET C-05A16171802040SCALE: 1" = 20'0 5 10
SCALE: 1" = 5'19FILE: K:\15620\CIVIL\DWGS\SHEETS\C-4 STA 83+50 TO 88+00.DWG
FEBRUARY 2021W ARGENT ROAD STA 83+50 TO 88+00
PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 20'P. HARMSENT.SKADORWAFINAL PLANC-042070GENERAL NOTES1.SEE SHEETS C-16 AND C-17 FOR CURB RETURN DETAILS.2.CATCH BASINS SHALL BE TYPE 1 AND TYPE 2 PER CITY OF PASCO STD DWG SD-1 AND SD-2STORM NOTES20212223NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI24
SLSLSLSLSLSLSLSLSLSLSLSLSL86+0087+00 10+0011+0012+0013+0014+0015+0013+50.00 N 2OTH AVE =86+13.30 W ARGENT ROAD132STA 12+44.30 (38.55' LT)MATCH EXISTING TC 414.937.7'6'FG 414FG 413STA 12+44.68 (13.82' LT)END PAVEMENT RESTORATIONSTA 9+50.78 (5.51' LT)BEGIN TRAFFIC CURBMATCH EXISTINGSTA 9+50.92 (3.43' RT)END TRAFFIC CURBMATCH EXISTINGSTA 11+50.44 (7.68' LT)FG 416.84END PAVEMENT RESTORATIONMATCH EXISTINGSTA 11+50.39 (6.42' RT)FG 416.87END PAVEMENT RESTORATIONMATCH EXISTINGSTA 9+50.70 (7.89' LT)BEGIN PAVEMENT RESTORATIONMATCH EXISTINGSTA 9+50.97 (5.70' RT)BEGIN PAVEMENT RESTORATIONMATCH EXISTINGR4.5'STA 10+00.00 (0.00' T)CL ELEVATION =419.06-2.0%-2.0%STA 11+00.00 (0.00' T)CL ELEVATION =417.75REPLACE SIDEWALK PANEL~ 80 SQ-FTMATCH EXISTINGEXISTING GROUND AT CENTERLINE400405410415420425430400405410415420425430AT CENTERLINE
STA 13+50.00 N 20TH AVE =
STA 86+13.30 W ARGENT ROADPROPOSED GROUND AT CENTERLINE9+50EG10+00EG419.02418.79418.51418.2511+00EG 417.98417.66417.33
416.77
416.42
12+00EG 416.06
415.71
415.36
415.02
414.74
13+00EG 414.50
414.29
414.06
413.89
413.52
14+00EG 413.22
413.10
412.96
412.79
412.61
15+00EG 412.96 STA = 9+55.32BOC = 419.57TC = 420.07S=1.2%STA = 11+48.93CL ELEVATION = 416.96MATCH EXISTINGN02040SCALE: 1" = 20'KEY NOTESCEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F-10.12-04 AC PAVEMENT PER DETAIL 2, SHEET G-03PRESERVE AND PROTECT EXISTING ASPHALT123N 20TH AVEN 20TH AVE02040SCALE: 1" = 20'0 5 10
SCALE: 1" = 5'
FILE: K:\15620\CIVIL\DWGS\SHEETS\C-5 STA 9+00 TO 15+00.DWG
FEBRUARY 2021N 20TH AVENUE STA 9+00 TO 12+50
PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 20'P. HARMSENT.SKADORWAFINAL PLANC-05A2170SEE SHEET C-04W ARGENT
NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
80+0081+00
36'10'7'STA 2+00.00 TECH ROAD=STA 80+54.86 W ARGENT RD0+501+002+003+003+50END CURB AND GUTTERMATCH EXISTING PAVEMENTSTA 1+31.39 (19.00' LT)END CURB AND GUTTERMATCH EXISTING PAVEMENTSTA 1+31.58 (19.00' RT)STA 2+78 (18' RT)END PAVEMENTMATCH EXISTINGTC 409.70END CURB AND GUTTERMATCH EXISTINGSTA 2+78 (18' LT)END PAVEMENTMATCH EXISTINGTC 409.82END CURB AND GUTTER40'17'FG 410FG 410 FG 410SLSLSLSLFG 411FG 411395400405410415420425395400405410415420425412.22411.691+00EG 411.16FG410.77410.46410.37410.58
2+00EG 410.76
FG
410.46
410.07
409.58
409.23
3+00EG 409.02
FG
408.86
409.00 S = 0.027NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comN02040SCALE: 1" = 20'SEE SHEET C-03KEY NOTESINSTALL MONUMENT CASE AND COVER PER CITY OF PASCO STD DWGST-11W ARGENT ROADTECHROADFILE: K:\15620\CIVIL\DWGS\SHEETS\C-4A TECH ROAD.DWG
FEBRUARY 2021M.ESHGHITECH ROAD - STA 0+50 TO 3+50
PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 20'P. HARMSENT.SKADORWAFINAL PLANC-05B2270GENERAL NOTES1.SEE SHEETS C-12, C-13, C-14, AND C-15 FOR CURB RETURN DETAILS.2.CATCH BASINS SHALL BE TYPE 1 AND TYPE 2 PER CITY OF PASCO STD DWG SD-1 AND SD-2SEE SHEET C-03TECH ROAD02040SCALE: 1" = 20'0 5 10SCALE: 1" = 5'
73+0016+0072+50PROPOSED RIGHT OF WAYEXISTING CURBEXISTING STEEL ENDING15+50 FG 406.73MATCH EXISTING-7.5%-2.0%-5.8%-9.2%5.1'5.1''
5.7'72+79.34 ( 35.3' LT )TC 406.77GUTTER 406.27BEGIN CURB AND GUTTERMATCH EXISTING72+91.84 ( 56.5' LT )TC 406.68GUTTER 406.18END CURB AND GUTTERMATCH EXISTINGTC 406.24GUTTER 406.249.3'FG 406.704'6'4'4'TC 406.71GUTTER 406.21TC 406.25GUTTER 406.255'72+5073+0072+69.19 (39.7' LT)EG/FG 407.0172+74.58 (40.4' LT)EG/FG 406.9572+74.33 (49.0' LT)FG 406.7872+74.53 (45.8' LT)FG 406.78CURB RETURN NOTESCURB RETURN NOTESFILE: K:\15620\CIVIL\DWGS\SHEETS\C-6 CURB RETURN PLAN & PROFILE.DWG
FEBRUARY 2021NW RET - VARNEY LANE
CURB RETURN PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" =5'P. HARMSENT.SKADORWAFINAL PLANC-0623700510SCALE: 1" = 5'W ARGENT ROADVARNEY LANE N123M.ESHGHINO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
74+000+00
1+001+100+50EG/FG 408.27EG/FG 408.34FG 408.00FG 407.12FG 407.40EG/FG 407.83TC 407.02GUTTER 406.52TC 406.52GUTTER 406.57TC 406.89GUTTER 406.89TC 406.94GUTTER 406.94FG 407.36TC 407.44GUTTER 406.94TC 407.35GUTTER 406.85TC 407.12GUTTER 406.62-5.0%-7.5%-2.0%-2.0%7.6'6.1'-2.75%-10.0%-7.5%-7.5%-1
.4%15'26'73+502FG 407.124'5.7'4'6'5.7'FG 407.265'334.6'4'73+5074+0073+72.50 (41.8' LT)FG 407.5073+68.63 (42.7' LT)FG 407.4673+60.93 (46.7' LT)FG 407.3673+56.45 (51.2' LT)FG 407.2273+53.88 (55.5' LT)FG 407.2273+96.66 (49.7' LT)FG 407.87CURB RETURN NOTESCURB RETURN DATANE RETURN-W ARGENT ROAD-VARNEY LANE392396400404408412416420424428432436392396400404408412416420424428432436-0+100+000+100+200+300+400+500+600+700+800+901+001+101+20W. ARGENTROADVARNEY LANECURB RETURN STATIONING0510SCALE: 1" = 5'FILE: K:\15620\CIVIL\DWGS\SHEETS\C-6 CURB RETURN PLAN & PROFILE.DWG
FEBRUARY 2021NE RET - VARNEY LANE
CURB RETURN PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" =5'P. HARMSENT.SKADORWAFINAL PLANC-072470W ARGENT ROADVARNEY LANE
N01020SCALE: 1" = 10'0 4 8
NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
73+0015+00 72+5014+50 EG/FG 406.44TC 406.44EG/FG 406.30TC 406.30TC 405.73GUTTER 405.73TC 405.77GUTTER 405.7772+75.82 ( 51.3' R )TC 406.36GUTTER 405.86MATCH EXISTING72+83.96 ( 68.5' RT )TC 406.20GUTTER 405.70MATCH EXISTINGMATCH EXISTINGMATCH EXISTING2413558'5.8'6'-7.5%-8.1%-2.0%5'72+5073+0072+77.16 (64.8' RT)SW 405.83TC406.3372+75.03 (60.3' RT)SW 405.86TC 406.36SLSLSLSLSLSLSLSLSLSLCURB RETURN NOTESCURB RETURN DATAFILE: K:\15620\CIVIL\DWGS\SHEETS\C-6 CURB RETURN PLAN & PROFILE.DWG
FEBRUARY 2021SW RET - SARACENO WAY
CURB RETURN PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 5'P. HARMSENT.SKADORWAFINAL PLANC-0825700510SCALE: 1" = 5'W ARGENT ROADSARACENO LANE NNO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
0+93.70
0+00.000+50
TC 407.30GUTTER 406.80TC 406.68GUTTER 406.68FG 407.23TC 407.04GUTTER 406.54TC 406.66GUTTER 406.16TC 406.06GUTTER 406.06FG 406.66FG 406.60TC 406.40GUTTER 405.90TC 406.61GUTTER 406.61TC 405.99GUTTER 405.99-7.5%
10'-10%-8.6%-1.5%-7.5%-10.0%-9.1%-2.0%-2.0%TC 406.12SW 406.12EG/FG 405.49-7.12%10'4.5'6'5'4.3'6.3'FG 407.59FG 407.402211-2.18%
8.3'5'73+50FG 407.304.5'8'4'4'-2.0%6'73+5073+78.57 (41.7' RT)FG 407.4473+76.53 (45.4' RT)FG 407.4073+68.60 (49.2' RT)FG 407.3873+61.61 (55.6' RT)FG 406.7073+56.97 (64.5' RT)FG 406.7273+51.38 (65.1' RT)FG 406.6073+47.12 (76.2' RT)SW 406.20SLSLSLSLSLSLSLSLSLSLSE RETURN-W ARGENT RD-SARACENO WAY396400404408412416420424428432436396400404408412416420424428432436-0+20-0+100+000+100+200+300+400+500+600+700+800+901+00W. ARGENTROADSARACENOWAYCURB RETURN STATIONINGCURB RETURN NOTESCURB RETURN DATAFILE: K:\15620\CIVIL\DWGS\SHEETS\C-6 CURB RETURN PLAN & PROFILE.DWG
FEBRUARY 2021SE RET - SARACENO WAY
CURB RETURN PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 5'P. HARMSENT.SKADORWAFINAL PLANC-092670W ARGENT ROADSARACENO WAY N0510SCALE: 1" = 5'01020SCALE: 1" = 10'0 4 8
NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
76+00MATCH EXISTING76+00.98 ( 42.1' LT )ER=STA 0+23.19 CURB RETURNSTATIONINGTC 409.0675+91.19 ( 29.0' LT )ER=STA 0+02.28 CURB RETURNSTATIONINGTC 408.470+00.000+23.37176+00NW RETURN-W ARGENT RD-DRIVE392396400404408412416420424428432436440392396400404408412416420424428432436440-0+40-0+30-0+20-0+100+000+100+200+300+400+500+60DRIVEWAYW. ARGENTROADCURB RETURN STATIONINGCURB RETURN NOTESCURB RETURN DATAFILE: K:\15620\CIVIL\DWGS\SHEETS\C-6 CURB RETURN PLAN & PROFILE.DWG
FEBRUARY 2021NW RET - CONVENIENCE STORE ENTRANCE
CURB RETURN PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 5'P. HARMSENT.SKADORWAFINAL PLANC-102770N0510SCALE: 1" = 5'01020SCALE: 1" = 10'0 4 8W ARGENT ROADDRIVEWAY
NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
77+0076+5076+84.50 ( 29.0' LT )ER=STA 0+46.66 CURB RETURNSTATIONINGTC 408.9476+60.22 ( 53.8' LT )ER=STA 0+06.09 CURB RETURNSTATIONINGTC 409.8776+60.32 ( 60.0' LT )TC 410.01END CURB AND GUTTER0+50.730+00.00
0+50TC 409.73FG 409.23-1.1%1237'
-2.00%10.51'6.42'TC 409.53FG 409.0376+5077+0076+71.92 (39.5' LT)FG 409.1576+71.94 (46.5' LT)409.30NE RETURN-W ARGENT ROAD-DRIVE392396400404408412416420424428432436440392396400404408412416420424428432436440-0+20-0+100+000+100+200+300+400+500+600+700+80DRIVEWAYW. ARGENTROADCURB RETURN STATIONINGCURB RETURN NOTESCURB RETURN DATAFILE: K:\15620\CIVIL\DWGS\SHEETS\C-6 CURB RETURN PLAN & PROFILE.DWG
FEBRUARY 2021NE RET - CONVENIENCE STORE ENTRANCE
CURB RETURN PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" =5'P. HARMSENT.SKADORWAFINAL PLANC-112870N0510SCALE: 1" = 5'01020SCALE: 1" = 10'0 4 8W ARGENT ROADDRIVEWAY
NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
80+0080+5080+01.56 ( 29.0' LT )ER=0+00.00 CURB RETURNSTATIONINGTC 410.4980+37 ( 64' LT )ER=0+56.54 CURB RETURNSTATIONINGTC 410.01PROPOSED ROW80+37 ( 78' L )TC 409.82END PAVEMENT, CURB & GUTTERMATCH EXISTING7'5.4'4.4'7'TC 409.68GUTTER 409.68TC 410.21FG 409.71GUTTER 409.71SW 410.33FG 409.960+000+710+50-7.5%-7.5%1-1.14%-1.4%END PAVEMENT, CURB & GUTTER2+00 2+50 TC 410.10GUTTER 409.60FG 410.16FG 410.164'6'4'-2.0%-2.0%280+5080+005'80+15.61 (46.4' LT)SW 410.3980+21.47 (54.7' LT)SW 410.2480+29.07 (58.5' LT)SW 410.21CURB RETURN NOTESCURB RETURN DATANW RETURN-W ARGENT ROAD-TECH ROAD396400404408412416420424428432436440444448396400404408412416420424428432436440444448-0+20-0+100+000+100+200+300+400+500+600+700+800+90TECHROADW. ARGENTROADCURB RETURN STATIONINGFILE: K:\15620\CIVIL\DWGS\SHEETS\C-6 CURB RETURN PLAN & PROFILE.DWG
FEBRUARY 2021NW RET - TECH ROAD
CURB RETURN PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 5'P. HARMSENT.SKADORWAFINAL PLANC-1229700510SCALE: 1" = 5'NW ARGENT ROADTECH ROAD
(HOTEL ACCESS)01020SCALE: 1" = 10'0 4 8
NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
81+0081+02.62 ( 41.0' LT )ER=STA 0+54.68 CURB RETURNSTATIONINGTC 410.6680+73 ( 71' LT ) ER=0+05.71 CURB RETURNSTATIONINGTC 409.9080+73 ( 78' LT )TC 409.70END PAVEMENT, CURB & GUTTERMATCH EXISTINGTC 409.93GUTTER 409.93TC 410.37FG 409.87GUTTER 409.87TC 410.55GUTTER 410.058'-8.5%-7.5%6'7'1PROPOSED ROW0+00
0+710+502+50
7'
4'FG 410.55TC 410.55FG 410.55-2.0%81+0081+03.62 (48.5' LT)SW 410.6680+96.54 (52.3' LT)SW 410.652EXISTINGHOTEL SIGNRESTORE LANDSCAPEISLAND AND EDGING TOORIGINAL CONDITIONCURB RETURN NOTESCURB RETURN DATANE RETURN-W ARGENT ROAD-TECH ROAD396400404408412416420424428432436440444396400404408412416420424428432436440444-0+30-0+20-0+100+000+100+200+300+400+500+600+700+800+90W. ARGENTROADTECHROADCURB RETURN STATIONINGFILE: K:\15620\CIVIL\DWGS\SHEETS\C-6 CURB RETURN PLAN & PROFILE.DWG
FEBRUARY 2021NE RET - TECH ROAD
CURB RETURN PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 5'P. HARMSENT.SKADORWAFINAL PLANC-133070W ARGENT ROADTECH ROAD(HOTEL ACCESS)N0510SCALE: 1" = 5'01020SCALE: 1" = 10'0 4 8
NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
81+0017.5'10'TC 410.62GUTTER 410.12TC 410.57GUTTER 410.07TC 410.70FG 410.20TC 410.78FG 410.78TC 410.70FG 410.70TC 410.78FG 410.28TC 410.80FG 410.30TC 410.72FG 410.22-7.5%-7.5%7'6'1120+000+50 32+001+50R0.5'R10'-1.5%81+0080+94.90 (43.0' RT)TC 410.72FG 410.7280+94.81 (53.0' RT)TC 410.80FG 410.80SLSLSLSLSLSLSLSLSL80+98.86 ( 29.0' RT )ER=0+06.84 CURB RETURNSTATIONINGTC 411.1080+73.86 ( 54.0' RT )ER=0+47.74 CURB RETURNSTATIONINGTC 410.62CURB RETURN NOTESCURB RETURN DATASE RETURN-W ARGENT ROAD-TECH ROAD396400404408412416420424428432436440444396400404408412416420424428432436440444-0+30-0+20-0+100+000+100+200+300+400+500+600+700+800+90W. ARGENTROADTECHROADCURB RETURN STATIONINGFILE: K:\15620\CIVIL\DWGS\SHEETS\C-6 CURB RETURN PLAN & PROFILE.DWG
FEBRUARY 2021SE RET - TECH ROAD
CURB RETURN PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 5'P. HARMSENT.SKADORWAFINAL PLANC-143170N0510SCALE: 1" = 5'W ARGENT ROADTECHROAD
01020SCALE: 1" = 10'0 4 8
NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
80+5010'GUTTER 410.127'17'6'TC 410.52GUTTER 410.02TC 410.55GUTTER 410.05TC 410.66FG 410.16-2.0%FG 410.82FG 410.75-7.5%TC 410.78FG 410.28TC 410.87FG 410.37TC 410.74FG 410.2411232+00
1+50 -7.5%80+507'6'80+13.95 (39.2' RT)TC 410.74FG 410.7480+13.21 (49.2' RT)TC 410.87FG 410.87SLSLSLSLSLSLSL80+10.86 ( 29.0' RT )ER=0+65.36 CURB RETURNSTATIONINGTC 410.6080+35.86 ( 54.0' RT )ER=0+24.52 CURB RETURNSTATIONINGTC 410.6080+73.86 ( 54.0' RT )ER=0+47.74 CURB RETURNSTATIONINGTC 410.620+00.00STA 0+00.00DESIGN SPEED = 60 mi/h0+50SW RETURN-W ARGENT ROAD-TECH ROAD396400404408412416420424428432436440444396400404408412416420424428432436440444-0+20-0+100+000+100+200+300+400+500+600+700+800+901+00W. ARGENTROADTECHROADCURB RETURN STATIONINGCURB RETURN NOTESCURB RETURN DATAFILE: K:\15620\CIVIL\DWGS\SHEETS\C-6 CURB RETURN PLAN & PROFILE.DWG
FEBRUARY 2021SW RET - TECH ROAD
CURB RETURN PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 5'P. HARMSENT.SKADORWAFINAL PLANC-153270N0510SCALE: 1" = 5'W ARGENT ROADTECH
ROAD
01020SCALE: 1" = 10'0 4 8
NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
87+0086+5087+505'86+43.45 ( 48.5' LT )TC 412.98GUTTER 412.48END CURB AND GUTTERMATCH EXISTINGTC 412.38GUTTER 412.38114+0013+50 14+506.3'6.2'TC 412.46GUTTER 412.4686+49.37 ( 30.9' LT )TC 412.73GUTTER 412.23FG 412.90FG 412.822TC 413.01GUTTER 412.51FG 412.82EG/FG 412.98-6.8%6.5'4'-2.0%-8.6%-5.8%FG 412.71FG 412.60EG/FG 412.526'EG/TC 412.68EG/FG 412.13EG/FG 412.04-2.
0
%13MATCH EXISTING4286+52.51 ( 27.3' LT )TC 412.68GUTTER 412.18BEGIN CURB AND GUTTERMATCH EXISTING86+5087+5087+0086+67.03 (30.2' LT)EG/FG 412.6186+65.88 (33.0' LT)FG 412.6486+60.88 (35.6' LT)FG 412.715586+56.35 (39.1' LT)FG 412.9086+53.85 (45.8' LT)FG 412.98CURB RETURN NOTESCURB RETURN DATAFILE: K:\15620\CIVIL\DWGS\SHEETS\C-6 CURB RETURN PLAN & PROFILE.DWG
FEBRUARY 2021NE RET-N 20TH AVENUE
CURB RETURN PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 5'P. HARMSENT.SKADORWAFINAL PLANC-163370N0510SCALE: 1" = 5'W ARGENT ROADN 20TH AVE
NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
85+0085+500+001+
0
0
1+230+50GUTTER 412.14GUTTER 412.12TC 412.59FLOWLINE 412.09TC 412.68FLOWLINE 412.18TC 412.70-
7
.
5%
-1.
0
%
-7
.
5
%-2.0%-2.0%123SW 412.85TC 412.75FG 412.25SW 413.01STA 0+69.10 CURB RETURNSTATIONINGTC 412.57LOW POINT85+5085+0085+55.70 (59.3' LT)TC 412.73FG 412.7385+59.84 (63.7' LT)TC 412.76FG 412.2685+62.36 (66.8' LT)TC 412.76FG 412.26485+65.83 (71.8' LT)TC 412.80FG 412.8085+67.93 (75.2' LT)FG 412.8585+00.65 ( 29.0' LT )ER=0+06.80 CURB RETURNSTATIONINGTC 412.9285+84.85 ( 95.6' LT )ER=1+23.16 CURB RETURNSTATIONINGTC 412.84NW RETURN-W ARGENT ROAD-20TH NE AVE400404408412416420424428432436440444400404408412416420424428432436440444-0+100+000+100+200+300+400+500+600+700+800+901+001+101+201+301+40N 20TH AVE W. ARGENTROADCURB RETURN STATIONINGCURB RETURN NOTESCURB RETURN DATAFILE: K:\15620\CIVIL\DWGS\SHEETS\C-6 CURB RETURN PLAN & PROFILE.DWG
FEBRUARY 2021NW RET - N 20TH AVENUE
CURB RETURN PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" =5'P. HARMSENT.SKADORWAFINAL PLANC-17347001020SCALE: 1" = 10'NW ARGENT ROADN 20TH AVE
4'
6'
4'
6'7'01020SCALE: 1" = 10'0 4 8
PROPOSED ROWNO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
CURB RETURN NOTESCURB RETURN DATA85+0085+50TC 413.58GUTTER 413.58TC 413.65GUTTER 413.65TC 413.97FG 413.97TC 414.18FG 414.18FG 414.19FG 414.12FG 414.14FG 413.59FG 414.29FG 414.224'6.3'5.2'7
'
-
7
.
5%-5.64%-10.0%2
.
0%
-2.0%-1.70%5
.
5
'-2.5%-2.0%1210'
-1.70%0+001+00 0+50FG 414.38FG 413.40INSTALL 2' OFRAILROAD TIE85+5085+00385+43.74 (51.1' RT)FG 413.9485+62.44 (94.5' RT)FG 414.954'SLSLSLSLSLSLSLSLSLSLSLSLSLSLSL84+98.04 ( 29.0' RT )ER=1+20.81 CURB RETURNSTATIONINGTC 413.0185+71.04 ( 101.7' RT )ER=0+13.86 CURB RETURNSTATIONINGTC 414.85SW RETURN-W ARGENT ROAD-20TH AVE400404408412416420424428432436440444400404408412416420424428432436440444-0+100+000+100+200+300+400+500+600+700+800+901+001+101+201+301+40W. ARGENTROAD20TH AVE CURB RETURN STATIONINGFILE: K:\15620\CIVIL\DWGS\SHEETS\C-6 CURB RETURN PLAN & PROFILE.DWG
FEBRUARY 2021SW RET - N 20TH AVENUE
CURB RETURN PLAN AND PROFILE
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 5'P. HARMSENT.SKADORWAFINAL PLANC-183570W ARGENT ROADN 20TH AVE N0510SCALE: 1" = 5'01020SCALE: 1" = 10'0 4 8
SEE C-18 FORISLANDSDETAILNO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
R2'R103.5'R2'R2'13.5'17.8'2.6'8.82'5.14'5'
5'SLSLSLSLSLSLSLR3'R3'R2'R92.5
'3'3'19.6
'7'5.47'7.06'5'1
3
.
9
7
'5'TRAFFIC ISLAND NOTES*TRAFFIC ISLAND NOTES*N0510SCALE: 1" = 5'MATCH LINE - STA 83+50SEE SHEET C-03
N 20TH AVEW ARGENT ROADFILE: K:\15620\CIVIL\DWGS\SHEETS\C-9 TRAFFIC ISLANDS.DWG
FEBRUARY 2021N 20TH AVENUE
TRAFFIC ISLANDS
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 5'P. HARMSENT.SKADORWAFINAL PLANC-193670N 20TH AVE W ARGENT ROAD0510SCALE: 1" = 5'N*ALL STATIONS AREARGENT ROADALIGNMENT*ALL STATIONS AREARGENT ROADALIGNMENTNO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
13+00 86+13.30 ARGENT ROAD =13+50.00 W 2OTH AVER2'GRADE BREAK (TYP.)TRAFFIC ISLAND NOTES*TRAFFIC ISLAND NOTES*0510SCALE: 1" = 5'NN 20TH AVE W ARGENT ROADFILE: K:\15620\CIVIL\DWGS\SHEETS\C-9 TRAFFIC ISLANDS.DWG
FEBRUARY 2021N 20TH AVENUE
TRAFFIC ISLANDS
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 5'P. HARMSENT.SKADORWAFINAL PLANC-203770*ALL STATIONS AREARGENT ROADALIGNMENT*ALL STATIONS AREARGENT ROADALIGNMENTNO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
80+0081+0082+0083+0084+0085+0086+0087+00SLSLSLSLSLSLSLSLSLSLSLSLSLSLSLR/WR/WR/W
R/W80+0081+0082+0083+0084+0085+0086+0087+00TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR
/
W
R/WINSTALL STREET LIGHT84+07 (33' LT)INSTALL STREET LIGHT79+79 (33' RT)INSTALL STREET LIGHT82+58 (33' RT)INSTALL STREET LIGHT85+32 (42' RT)INSTALL STREET LIGHT81+09 (50' LT)72+0073+0074+0075+0076+0077+0078+0079+00SLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLSLTVTVTVTVTVTVTVTVR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WINSTALL STREET LIGHT78+34 (33' LT)INSTALL STREET LIGHT76+91 (39' RT)INSTALL STREET LIGHT75+41 (32' LT)INSTALL J-BOX, TERMINATE CONDUIT72+81 (82' LT)INSTALL CONDUIT UNDERVARNEY LANE USINGTRENCHLESS CONSTRUCTIONMETHODINSTALL JUNCTION BOX73+84 (41' RT)CONNECT EXISTING STREETLIGHT CIRCUIT TO NEWSTREET LIGHT CIRCUITCONNECT EXISTING STREETLIGHT CIRCUIT TO NEWSTREET LIGHT CIRCUITN03060SCALE: 1" = 30'ARGENT ROADTECH ROADFILE: K:\15620\CIVIL\DWGS\SHEETS\C-10 STREET LIGHT PLAN.DWG
FEBRUARY 2021STREET LIGHT PLAN
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
175601" = 30'P. HARMSENT.SKADORWAFINAL PLANC-213870VARNEY LANESARACENO WAYW. 20TH AVENUE ARGENT ROADBENTON COUNTY UTILITIES COORDINATING COUNCILSERVICEFREEA"It's the Law"811BEFORE YOU DIG2 BUSINESS DAYSCALLLEGENDALL STREET LIGHTS SHALL BE FRANKLIN COUNTY PUD,TYPE 1, 35-FOOT, PER STD DETAILL-2; LUMINAIRE SHALL BE CREE, LED 139 WATT PERSTD DETAIL L-3.2.ELECTRICAL CONTRACTOR SHALL SIZE ELECTRIC STREET LIGHT CONDUCTOR. MINIMUMCONDUCTOR SIZE SHALL BE NO. 6 ALUMINUM.STREET LIGHT SERVICE DISCONNECT SHALL BE PER FRANKLINCOUNTY PUD DWG. NO. L-7.1.2.LIGHTING NOTES:ACACMATCH LINE - STA 79+50
SEE BELOW THIS SHEET
MATCH LINE - STA 79+50SEE ABOVE THIS SHEET
EXISTING TRANSFORMER,POWER SOURCEINSTALL STREETLIGHT DISCONNECTNOTE: EXISTING LUMINAIREON EXISTING SIGNAL POLENOTE: EXISTING LUMINAIREON EXISTING SIGNAL POLEINSTALL JUNCTION BOX,RECONNECT EXISTINGSTREET CIRCUITNOTE: EXISTING LUMINAIREON EXISTING SIGNAL POLENOTE: EXISTING LUMINAIREON EXISTING SIGNAL POLENOTE: EXISTING LUMINAIREON EXISTING SIGNAL POLENOTE: EXISTING LUMINAIREON EXISTING SIGNAL POLENOTE: EXISTING LUMINAIREON EXISTING SIGNAL POLENOTE: EXISTING LUMINAIREON EXISTING SIGNAL POLENOTE: EXISTING LUMINAIRE,AT THIS LOCATION SHALL BEREMOVED AND SALVAGED3.EXISTING STREET LIGHTCONDUITEXISTING STREET LIGHTCONDUITEXISTING STREET LIGHTCIRCUIT TRANSFORMEREXISTING STREET LIGHTCIRCUITEXISTING STREET LIGHTCONDUIT/ CIRCUIT. CIRCUITHAS 7 - 250 W HPSLUMINAIRESNO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI
FILE: K:\15620\CIVIL\DWGS\SHEETS\C-10 STREET LIGHT PLAN.DWG
FEBRUARY 2021STREET LIGHT DETAILS
12002 - W ARGENT ROAD
CITY OF PASCO, FRANKLIN COUNTY
17560NO SCALEP. HARMSENT.SKADORWAFINAL PLANC-223970NO. OFDRAWN BY:DESIGNED BY:CHECKED BY:DATE:SCALE:JOB NO.:REVISIONS:ENERGY PUBLIC WORKS LAND DEVELOPMENT
www.mackaysposito.comM.ESHGHI