HomeMy WebLinkAboutCAG2020-266 - Original - Quigg Bros., Inc. - Frager Road/Midway Creek Bridge Repair - 08/18/2020ApprovalOriginator:Department:
Date Sent:Date Required:
Authorized to Sign:
o Director or Designee o Mayor
Date of Council Approval:
Budget Account Number:
Budget? o Yes o No
Grant? o Yes o No
Type:Review/Signatures/RoutingDate Received by City Attorney:Comments:
Date Routed to the Mayor’s Office:
Date Routed to the City Clerk’s Office:Agreement InformationVendor Name:Category:
Vendor Number:Sub-Category:
Project Name:
Project Details:
Agreement Amount:
Start Date:
Basis for Selection of Contractor:
Termination Date:
Local Business? o Yes o No*
*If meets requirements per KCC 3.70.100, please complete “Vendor Purchase-Local Exceptions” form on Cityspace.
Notice required prior to disclosure?
o Yes o No
Contract Number:
Agreement Routing Form
For Approvals, Signatures and Records Management
This form combines & replaces the Request for Mayor’s Signature and Contract Cover Sheet forms.
(Print on pink or cherry colored paper)
Visit Documents.KentWA.gov to obtain copies of all agreementsadccW22373_1_20
DATE: August 4, 2020
TO: Kent City Council
SUBJECT: Frager Road/Midway Creek Bridge Repair- Award
MOTION: Award the Frager Road/Midway Creek Bridge Repair Project to
Quigg Bros., Inc. in the amount of $387,934 and authorize the Mayor to
sign all necessary documents, subject to final terms and conditions
acceptable to the City Attorney and Public Works Director.
SUMMARY: Public Works staff have been monitoring an ongoing erosion issue
under the Frager Road/Midway Creek bridge for several years. Bank stabilization is
required in order to extend the service life of the bridge. The project includes
driving sheet piles around the south embankment to stabilize and protect it against
further erosion, and installing erosion control under the bridge at the south
abutment to protect the existing slope.
The bid opening for the Frager Road/Midway Creek Bridge Repair Project was held
on July 28, 2020 with three bids received. The lowest responsible and responsive bid
was submitted by Quigg Bros., Inc. in the amount of $387,934.
Bid Tab Summary
01.Quigg Bros., Inc.$387,934
02.Rognlin’s, Inc.$464,544
03.Northwest Cascade, Inc.$567,580
Engineer's Estimate $493,458
BUDGET IMPACT: This project is being paid with B&O Tax funds.
SUPPORTS STRATEGIC PLAN GOAL:
Evolving Infrastructure - Connecting people and places through strategic investments in physical
and technological infrastructure.
Thriving City - Creating safe neighborhoods, healthy people, vibrant commercial districts, and
inviting parks and recreation.
ATTACHMENTS:
1.Midway Creek Bridge Repair Bid Tab (PDF)
CONFORMED TO ADDENDUM 1
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
Frager Road/Midway Creek
Bridge Repair
Project Number: 20-3005
BIDS ACCEPTED UNTIL BID OPENING
July 28, 2020 July 28, 2020
10:45 A.M. 11:00 A.M.
(Bid submittal time)
DELIVER TO
CITY OF KENT, CITY HALL
220 4th Avenue S., Kent, WA 98032-5895
TIMOTHY J. LAPORTE, P.E.
PUBLIC WORKS DIRECTOR
INDEX
Section 1 Bidder’s Package
Section 2 Payment and Performance Bond
and Contract
Section 3 Table of Contents
Section 4 Kent Special Provisions
Section 5 WSDOT Standard Plans
Section 6 Geotechnical Report
Section 7 Permits
Section 8 Detour Plan
Section 9 Prevailing Wage Rates
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
Frager Road/ Midway Creek
Bridge Repair
Project N um ber: 2O-3OO5
BIDS ACCEPTED UNTIL
July 28, 2O2O
1O:45 A.M.
(Bid submittal time)
BID OPENING
July 28, 2O2O
11:OO A.M.
DELIVER TO
crTY oF KENT, CITY HALL
22O 4th Avenue S., Kent, WA 98032-5895
TTMOTHY J. LAPORTE, P.E.
PUBLIC WORKS DIRECTOR
KENT
WasnrNcroN
1l,tl""
BTDDER'S NAM F Quigg Bros., Inc.
CITY OF KENT
KING COUNTY, WASHTNGTON
KENT SPECIAL PROVISIONS FOR
Frager Road/ M¡dway Creek
Bridge Repair
Project Number: 2O-3OO5
BIDS ACCEPTED UNTIL
Jufy 28,2O2O
1O¡45 A.M.
(Bid submittal time)
BID OPENING
July 28,2O2O
11:OO A,M.
DELIVER TO
crTY oF KENT, CITY HALL
22O 4th Avenue S., Kent, WA 98032-5895
TTMOTHY J. LAPORTE, P.E,
PUBLIC WORKS DIRECTOR
KENT
WASHINGToN
ORDER OF CONTENTS
Invitation to Bid
Contractor Compliance Statement
Declaration – City of Kent Equal Employment Opportunity Policy
Administrative Policy 1.2 – Minority and Women Contractors
City of Kent Equal Employment Opportunity Compliance Statement
Proposal
Subcontractor List (over $1 million) – HVAC, Plumbing, and Electrical
Subcontractor List (over $1 million) – Structural Steel Installation Rebar Installation
Contractor’s Qualification Statement
Statement that Bidder Has Not Been Disqualified
Certification of Compliance with Wage Payment Statutes
Proposal Signature Page
Bid Bond Form
Combined Declaration Form
Non-Collusion, Minimum Wage
Change Order
Bidder’s Checklist
Payment and Performance Bond
Contract
Table of Contents
Kent Special Provisions
WSDOT Standard Plans
Geotechnical Report
Permits
Detour Plan
Prevailing Wage Rates
INVITATION TO BID
Notice is hereby given that the CÍty of Kent, Washington, will receive sealed bids at the City
Clerk's office through July 28, 2O2O up to 1O:45 a.m. as shown on the clock on the east wall
of the City Clerk's Office on the first floor of City Hall, 22O 4th Avenue South, Kent, Washington.
All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids
must be delivered and received at the City Clerk's office by the above-stated time, regardless of
delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 11:OO
a.m. for the City of Kent project named as follows:
Frager Road/Midway Creek Bridge Repair
Project Number: 2O-3OO5
The City of Kent will conduct the bid opening at the time and date as scheduled'
however, due to the coronavirus disease 2O19 (COVID-l9) and its impacts the bid
opening process will take place as follows:
Bidders shall call the City Clerk at (253) S56-5725 to drop off bids. The City Clerk will
read the b¡ds out loud from the Clerk's office. Individuals can stand in the lobby
outside the Clerk's office during the bid opening to hear the b¡d results' but must
stand 6 feet or more apaft.
The project consists of repairing the Frager Road bridge over Midway Creek by installing sheet
piling along the south end of the bridge abutment and along both sides of Frager Rd. S. to
support and protect the existing Frager Rd. S. and the south end of the existing Midway Creek
Bridge due to the erosion caused by Midway Creek.
The City of Kent has determined the project is essential purcuant to the Governor
Inslee issued Proclamation 2O-25. Should a contract be executed and this
Proclamation or a similar proclamat¡on be in place, specialized plans and protocols
must be established and implemented to meet the social distancing and sanitation
measures set forth by the United States Depaftment of Labor or the Washington State
Department of Health. It is the contractort responsibility to implement these
measures.
The Engineer's estimated range for this project is approximately $200,000 to $300,000. Bid
documents may be obtained by contacting City of Kent Engineering Department, Nancy
Yoshitake at 253-856-5508. For technical questions, please call Mark Madfai at 253-856-5521.
Bids must be clearly marked "B¡d" with the name of the project on the outside of the envelope,
addressed to the City Clerk, 22A 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will
be accepted. No facsimiles or electronic submittals will be considered.
Each bid shall be in accordance with the plans and specifications and other contract documents
now on file in the office of the City Engineer, City of Kent, Washington. Plans and
specifications can also be downloaded at no charge at {FntYìlA.gov/doing-
business/bids-orocurement. Copies of the WSDOT Standard Specifications are available for
perusal only.
Apprentice Utilization Requirements are mandatory for all public works estimated to cost one
million dollars or more, in which case no less than l5o/o of the labor hours must be performed by
apprentices. KCC 6.01.030.
A cashier's check, cash orsurety bond in the amount of 5o/o of the bid must be included with the
bid.
The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates
or to waive any informalities in the bidding and shall determine which bid or bidders is the most
responsive, satisfactory and responsible bidder and shall be the sole judge thereof. Note: The
award of the contract will not occur until the City of Kent has reviewed all bids for
responsiveness and responsibility determinations and the Kent City Council has formally
awarded the contract.
No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit
or as a defense to any action based upon the neglect or refusal to execute a contract.
Bidders must submit with their initial bid a signed statement as to whether they have previously
performed work subject to the President's Executive Order No. 11246.
No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening.
Dated this 13th day of July,2O2A.t
Kimberley A., city
Published in Daily Journal of Commerce on July 14 and 21, 2O2A.
BY
CONTRACTOR COMPLIANCE STATEMENT
(President's Executive Order # tt246)
Da July 28, 2020
This statement relates to a proposed contract with the City of Kent named
Frager Road/Midway Creek Bridge Repair
Project Number: 20-3OO5
I am the undersigned bidder or prospective contractor. I represent that -
1. I X have not, participated in a previous contract or
subcontract subject to the President's Executive Order #Lt246 (regarding equal
employment opportunity) or a preceding similar Executive Order.
Quigg Bros., Inc.
NAME OF BIDDER
BY
RE/TITLE
Peter Ewen, Vice-President
819 West State Street
Aberdeen, WA 98520
ADDRESS
(Note to Bidders: The information required in this Compliance Statement is
informational only)
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
have,
1 July L4,2020
DECLARATION
CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY
The City of Kent is committed to conform to Federal and State laws regarding equal
opportunity. As such, all contractors, subcontractors and suppliers who perform work
with relation to this contract shall comply with the regulations of the City's equal
em ployment opportunity policies.
The following questions specifically identify the requirements the City deems
necessary for any contractor, subcontractor or supplier on this specific contract to
adhere to. An affirmative response is required on all of the following questions for this
contract to be valid and binding. If any contractor, subcontractor or supplier willfully
misrepresents themselves with regard to the directives outlined, it will be considered a
breach of contract and it will be at the City's sole determination regarding suspension
or termination for all or paft of the contract;
The questions are as follows:
1. I have read the attached City of Kent administrative policy number 1.2.
2. During the time of this contract, I will not discriminate in employment on the basis
of sex, race, color, national origin, age, or the presence of all sensory, mental or
physical disability.
3. During the time of this contract, the prime contractor will provide a written
statement to all new employees and subcontractors indicating commitment as an
equal opportunity employer.
4. During the time of the contract I, the prime contractor, will actively consider hiring
and promotion of women and minorities.
5. Before acceptance of this contract, an adherence statement will be signed by me,
the Prime Contractor, that the Prime Contractor complied with the requirements as
set forth above.
By signing below, I agree to fulfill the five requirements referenced above
By
For: Quigg Bros., Inc
Ti¡e: Vice-President
Date: July 28,2O2O
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
2 July L4,2O20
CITY OF KENT
ADMINTSTRATIVE POLICY
NUMBER: L.2 EFFECTIVE DATE: January 1, 1998
SUBJECT:MINORITY AND WOMEN
CONTRACTORS
SUPERSEDES: April 1, 1996
APPROVED BY Jim White, Mayor
POLICY:
Equal employment opportunity requirements for the City of Kent will conform to
federal and state laws. All contractors, subcontractors, consultants and suppliers of
the City must guarantee equal employment opportunity within their organization and,
if holding contracts with the City amounting to $10,000 or more within any given
year, must take the following affirmative steps:
1. Provide a written statement to all new employees and subcontractors indicating
commitment as an equal opportunity employer.
2. Actively consider for promotion and advancement available minorities and women.
Any contractor, subcontractor, consultant or supplier who willfully disregards the City's
nondiscrimination and equal oppoftunity requirements shall be considered in breach of
contract and subject to suspension or termination for all or part of the contract.
Contract Compliance Officers will be appointed by the Directors of Planning, Parks,
and Public Works Depaftments to assume the following duties for their respective
depaftments.
1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to
these regulations are familiar with the regulations and the City's equal employment
oppoftunity policy.
2. Monitoring to assure adherence to federal, state and local laws, policies and
guidelines.
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
3 July L4,2O2O
CITY OF KENT
EQUAL EMPLOYM ENT OPPORTUNITY
COMPLIANCE STATEMENT
This form shall be filled out AFTER COMPLETION of this project by the Contractor
awarded the contract.
I, the undersigned, a duly represented agent of
Company, hereby acknowledge and declare that the before-
mentioned company was the prime contractor for the contract known as Frager
Road/Midway Creek Bridge Repair/Project Number: 2O-3OO5 that was entered
into on the
Kent.
between the firm I represent and the City of
By:
For:
Title:
Date
I declare that I complied fully with all of the requirements and obligations as outlined
in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal
Employment Opportunity Policy that was paft of the before-mentioned contract.
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
4 July L4,2O2O
PROPOSAL
To the City Clerk
City Hall
Kent, Washington 98032
The undersigned hereby ceftifies that Quigg Bros., Inc.
has examined the job site and construction details of the work as outlined on the
plans and described in the specifications for the project named Frager Road/Midway
Creek Bridge Repair/Project Number: 2O-3OO5 for the City of Kent, Washington,
and has read and thoroughly understands the plans and specifications and contract
governing the work embraced in this improvement and the method by which payment
will be made for that work and hereby proposes to undertake and complete the work
embraced in this improvement in accordance with the bid and contract, and at the
following schedule of rates and prices:
NOTE TO BIDDERS:
1) All bid items are described in the Kent Special Provisions (KSP) or the Standard
Specifications (WSDOT). Reference the Section No. listed in this proposal, where
the bid item is described.
2) Proposal items are numbered in sequence but are non-continuous.
3) Unit prices for all items, all extensions, and total amount of bid must be shown.
4) Should bid items with identically worded bid item descriptions, marked with
asterisk (x), appear in more than one schedule of the proposal, the bidder must
bid the same unit price on corresponding items for each schedule. If the Contractor
enters different unit prices on these items, the City will unilaterally revise the bid
amounts to the lowest unit price on each corresponding item and recalculate the
Contractor's total bid amount. The corrected total bid amount will be used by the
City for award purposes and fix the amount of the contract bond.
EXAMPLE
SCHEDULE I - STREET
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
1006 2-03.5
WSDOT
100
CU YDS
Roadway Excavation,
Including Haul
$14.00
Per CY
$1,400.00
Any bids not filled out properly may be considered non-responsive,
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
5 July L4,2O2O
SCHEDULE I - STREET
ITEM
NO.
SECTION
NO.
APPROX.UNIT TOTAL
AMOUNT
ITEM
1000 L-Og.7
WSDÛT
1
LUMP SUM
MobÍlization # ,8, ooo,4 18, oeo. oo
Per [S
1005 2-01.5
WSDCIT
1
LUMP SUM
Clearing and Grubbing ç7rloo.Pë fi 7,, oe.oa
Per LS
1010 2-02.5
KSP
160
SQ YDS
$ 20.00
Per SY
$ 3,200.00Remove Ëxisting Asphalt
Concrete Pavement
1015 8-11.5 2
WSDOT EACH
Removing Guardrail Anchor g 300.00 $
Per EA
600.00
1û20 8-11.5 80
WSDOT LN FT
Removing Guardrail $ 10.00
Per LF
$ Bû0.00
1025 2-02.s
KSP
50
LN FT
Saw Cut ExistÍng Asphalt
Concrete Pavement
$ 10.00
Per LF
$ s00,00
1030 2-03.5 50
WSDOT CU YDS
Roadway Excavation Incl.
Haul
$ e0.00
Per CY
$ 4,500.00
1035 2-03.5
WSDOT
10
CU YDS
Unsuitable Foundation
Excavation Incl. Haul
# I lo. oø $ l, 7oo, oo
Per CY
1040 4-03.5 2s
KSP TONS
Gravel Borrow, Including
Haul and Compaction
$ 2., I oo" ooçtoo
Per TON
1045 4-04.5
KSP
& 'tt
TONS
Crushed Sufacing Top
Course, 5/8 Inch Minus
fi l50,oo
Per TON
$ l. ooç, po
Midway Creek Bridge Repair/Madfa¡
Project Number: 20"3005
6 July 22,2Ð2O
SCHEDULE I - STREEÏ
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
QUANTITV
ITElrl
1050 4-04,5
KSP
-ts 4s
TONS
Crushed Sufacing Base
Course, I-t/4 Inch Minus
g !00'oo $\ ooo.oo
Per TON
1û55 s-04.5
KSP
ãs 4*
TONS
HMA Class L/2', PG 58V-22 #ega,oo
Per TON
* I lt 2oo.oo
1060 8-11.5
WSDOT
80
LN FT
Beam Guardrail (Type 31) # 8'l,oO
Per LF
$ 6,7),4,00
1065 B-11.5
WSDOT
2
EACH
Beam Guardrail Non-Flared
Terminal (Type 31)
çïfoqoo $V 0o0.oo
Per EA r
to70 1-04.4(1) 1
WSDOT CALC
Minor Changes $5,000*
Per CALC
$5,000
*Common orice to all bidders
1075 1-07.15(1)
WSDOT
1
LUMP SUM
SPCC Plan E 1,000.00 $ 1,000.00
Per LS
1080 6-05.5
KSP
2,39L
SQ FT
Furnish and Drive Sheet Piling # 5y, O 0 $/â?/lt?.oo
Per SF
1085 6-05.5
KSP
$5,000*
Per FA
$5,000I
FORCE
ACCOUNT
Sheet Piling * Removing
Obstructions or Construction
Modifications
*Common orice to all bidders
1090 6-05.5
KSP
1
LUMP SUM
Sheet Pile Waler and
Deadman System
fi $r.ooa.æ *6r¿000.00
PeT LS
July 22, 2020
3 CIoSchedule I Total
7Midway Creek Bridge Repair/Madfai
Project Number: 20-3tO5
SCHEDULE V - TRAFFIC CONTROL
ITEM
NO.
SECTTON
NO.
APPROX.
OUANTTTY
UNTT
PRICE
TOTAL
AMOUNT
ITEM
5005 1-10.5
KSP
60
HOURS
$ 6s.00
Per HR
$ 3,900.0ûTraffic Control Labor
5010 1-10, s(2)
WSDOT
240
SQ FT
$ 3s.00
PeT SF
$ 8,400.00Construction Signs Class A
5015 1-10,5
KSP
30
HOURS
Traffic Control Supervisor $ 70.00 $ 2,100.00
Per HR
5020 1-10.5
KSP
1
LUMP SUM
Temporary Traffic Control
Devices
g 3,CI00.00 g 3,000.00
Per LS
5025 1-10.5
KSP
100
DAYS
Poftable Changeable Message
Sign (PCMS)
$ 125.00 $ 12,500.00
Per DAY
Schedule V Total * 29,900.00
Midway Creek Br¡dge Repair/Madfai
Project Number: 20-3005
B July 22,2tZA
SCHED ULE VIÏ - EROSION AND SEDIMENTATION CONTROL
TTEM
NO.
SECTION
NO.
APPROX.UNTÏ TOTAL
AMOUNT
ITEM
P RICE
7000 8-01.5(2)
KSP ACRE
I Seeding, Feftilizing, and
Mulching
6 irooo, Øfi 3¿ ooLoo
PCT AC
7042 8-02.5
KSP
50
CU
TopsoÍ1, Type A $ 80. oo $ '1, o¿to, oo
Per CYYDS
7005 200
LN FT
B-01.s(2)
KSP
Filter Fabric Fence $ 6.00
Per LF
$ 1,200.00
7010 8-01,s(2)
WSDOT
75
LN FT
Wattle $ 10.00
Per LF
$ 7s0.00
70L5 10CI
SQ YDS
B-01.5(2)
KSP
Straw Mulch $ 6.00
Per SY
$ 600.00
7A?A 8-26,5
K5P
150
SQ YDs
Erosion Control Matting l3gçoo $ 6,Qoo. oo
7030 8-26,5
KSP
ã* 174
EACH
Manta Ray Anchor with
Bearing Plate
$ &6t ? Tqoo5lãr.oo
Per EA
7035 8-26.5
KSP
8åS tr,SS# Timber Matting
æ Ltsi FT
# 7.oo
Per 9F l-F
$ f;ooo.oø
7440 60
HOURS
8-01.s(2)
KSP
ESC Lead $ 100.CI0 $ 6,000.00
Per HR
7445 8-01.5(2)
WSDOT
1
FORCE
ACCOUNT
Erosion/Water Pol lution
Control
$5,0û0*
Per FA
$5,000
*Common price to all bidders
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
I July 22,2t2O
SCHEDULE VTI _ EROSION AND SEDIMENTATION CONTROL
ITEM
NO.
SECTION
NO.
Uf{TT
PRICE
TOTAL
A]ú!OUNT
APPROX.
QUANTITY
TTEM
7050 8-02.5
KSP
7 PSIPE Physocarpus capitôtus
(Pacific Ninebark) 1 gallon
$ ïo, o0
Per EA
$ zg0.oo
EACH
7055 8-02,5
KSP
7 PSIPE Lonicera involucrate
(Black Twinberry) 1 gallon
ç bl0, oo * 2 g0,oo
Per EAEACH
7060 8-02.5
KSP
7 PSIPE Acer circinatum
(Vine Maple) 1 gallon
# lo,oo çL80,oo
Per EAEACH
7065 8-02.5
KSP
$t7PSIPE Rubus spectabilis
(Salmonberry) 1 gallon
o.Oo $ t80, Oe
EAEACHPer
7070 8-02,s
KSP
7 PSIPE Rubus parviflora
(Thimbleberry) 1 gallon
i).8o.oo#fo,oo
Per EAEACH
7475 B-02,5
KSP
7 PSIPE Rosa nutkana
(Nootka Rose) I gallon
o,oo * e.8O. oO
EA
$¡/
PdrEACH
Midway Creek Bridge Repair/Madfa¡
Project Number: 20-3005
Schedule VII Total CE 2oO. oo
10 July 22. 2020
BID SUMITIARY
Schedule I
Schedule V
TOTAL BID AMOUNT
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
Street
$29,900.00
7?tt oo
Traffic Control
Schedule VII lcaâ,oo,oo
Íts
Erosion & Sedímentatlon Control
j tl. OO
11 July 14, 20?0
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
HVAC, PLUMBING AND ELECTRICAL
Name of Bidder Qu¡gg Bros', Inc
Project Name:Fraoer Road /Midwav Creek Reoair
Project Number:2fl-3ftft5
Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with
whom the BÍdder, if awarded the contract, will subcontract for performance of the
work of heating, ventilation, and air condition¡ng; plumbing; and electrical, or name
itself for the work.
Failure of the Bidder to submit, within one hour after the published bid submittal time,
the names of such subcontractors or to name itself to perform such work or the
naming of two or more subcontractors to perform the same work shall render the
Bidder's Bid non-responsive and, therefore, void.
Heating, Ventilation, and Air Conditioning Subcontractor Name:tlA
Plumbing Subcontractor Name:
Electrical Subcontractor Name :AlA
July 28,2020
ure of Bidder
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
Date
L2 July 14,2020
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION
Name of Bidder:Quiq g Bros., Inc.
Project Name:Fraqer Road/Midwav Creek Bridqe Reoair
Project Number:2f|-?oo5
Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with
whom the Bidder, if awarded the contract, will subcontract for performance of the
work of structural steel installation and rebar installation.
Failure of the Bidder to submit, within 48 hours after the published bid submittal time,
the names of such subcontractors or to name itself to peform such work or the
naming of two or more subcontractors to perform the same work shall render the
Bidder's Bid non-responsive and, therefore, void.
Structural Steel Installation Subcontractor Name: AIA
Rebar Installation Subcontractor Name:Alh
July 28, 2O2O
ure of Bidder
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
Date
13 July L4,2020
CoNTRACTOR'S QUALTFTCATTON STATEM ENT
(RCW 39.04.350)
THE CTTY WTLL REVTEW THE CONTRACTOR'S RESPOAISES TO THIS FORM TO
DETERMTNE WHETHER THE BTDDING CONTRACTOR TS RESPONSTBLE TO
PERFORM THE CONTRACT WORK. THTS FORM INCLUDES CRTTERTA
ESTABLTSHED BY STATE LAW THAT MUST BE MET TO BE CONSTDERED A
RESPONSTBLE BTDDER AND QUALIFTED TO BE AWARDED THTS PUBLIC
WORKS PROJECT AS WELL AS SUPPLEMENTAL CRTTERTA ESTABLTSHED BY
THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT.
THE BTDDER SHOULD READ AND RESPOND TO THTS FORM CAREFULLY.
Indicia of contractor's responsibility inherently involve subjective determinations as to
the contractor's ability to perform and complete the contract work responsibly and to
the owner city's satisfaction. The city has an obligation and a duty to its citizens and
its taxpayers to administer its budgets and complete its projects in a businesslike
manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a
business would conduct when selecting a contractor who will be responsible to
perform the contract work.
The city's supplemental criteria are based, in large paft, on the qualification statement
form used by the American Institute of Architects. The city provides these criteria so
as to provide the most objective framework possible within which the city will make its
decision regarding the bidder's ability to be responsible to perform the contract work.
These criteria, taken together, will form the basis for the city's decision that a bidder
is or is not responsible to peform the contract work.
Any bidder may make a formal written request to the city to modify the criteria set
fofth in this qualification statement, but that request may only be made within 48
hours of the date and time that the bidder first obtains the bid documents or three (3)
business days prior to the scheduled bid opening date, whichever occurs first. If the
city receives a modification request, it will consider any information submitted in the
request and will respond before the bid submittal deadline. If the city's evaluation
results in changed criteria, the city will issue an addendum establishing the new or
modified criteria.
If the city determines that, based on the criteria established in this statement, a
bidder is not responsible to peform the contract work, the city will provide written
notice of its determination that will include the city's reason for its decision. The
bidder has 24 hours from the time the city delivers written notice to the bidder that
the bidder is not responsible to peform the contract work to appeal the city's
determination. No appeals will be received after the expiration of this 24 hour appeal
period. The city may deliver this notice by hand delivery, email, facsimile, or regular
mail. In the event the city uses regular mail, the delivery will be deemed complete
three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to
the single remedy of providing the city with additional information to be considered
before the city issues a final determination. Bidder acknowledges and understands
that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy
of any kind or nature is available to the bidding contractor if the City determines that
the bidder is not responsible to peform the contract work.
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
t4 Julv L4,2Q2O
If the bidder fails to request a modification within the time allowed, or fails to appeal a
determination that the bidder Ís not responsible within the time allowed, the city will
make its determination of bidder responsibility based on the information submitted.
COMPLETE AND STCfl THIS FORM AS PART OF YOUR BTD. FATLURE TO
PROPERLY COMPLETE THIS FORM MAY ALSO RESULT TN A DETERMINATTON
THAT YOUR BID IS AIO'ìI-RESPONS.IVE AND THEREFORE VOTD.
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION
WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION
OR MODIFICATION.
The undersigned ceftifies under oath that the information provided herein is true and
sufficiently complete so as not to be misleading.
SUBMITTED BY:Quigg Bros., Inc.
NAME:Peter Ewen, Vice-President
ADDRESS:819 West State Street
Aberdeen, WA 98520
PRINCIPAL OFFICE:
ADDRESS:
Quigg Bros., Inc.
819 West State Street
Aberdeen, WA 98520
PHONE:
FAX:
360-533-1530
360-532-3449
STATUTORY REQUIREMENTS - Per state law a bidder must meet the
following responsibility criteria
1. Required Responsibil¡ty Criteria
1.1 Provide a copy of your Department of Labor and Industries certificate of
registration in compliance with chapter L8.27 RCW. See Attached
L.2 Provide your current state unified business identifier number. L44-002-3L3
1.3 Provide proof of applicable industrial insurance coverage for your
employees working in Washington as required in TÍtle 51 RCW, together
with an employment security department number as required in Title 50
RCW, and a state excise tax registration number as required in Title 82
RCW. Providing a copy of a state of Washington "Master License Service
Registration and Licenses" form is typically sufficient evidence of the
requirements of this subsection. See Attached
L.4 Provide a statement, signed by a person with authority to act and speak
for your company, that your company, including any subsidiary
companies or affiliated companies under majority ownership or under
Midway Creek Bridge Repair/Madfai 15 July L4,2O2O
Project Number: 20-3005
control by the owners of the bidder's company, are not and have not
been in the past three (3) years, disqualified from bidding on any public
works contract under RCW 39.06.010 or 39.12.065 (3). See Attached
1.5 Provide a signed statement, signed under penalty of perjury by a person
with authority to act and speak for your company, that within the three-
year period immediately preceding the bid solicitation date, your
company is not a "willful" violator as defined in RCW 49.48.082, of any
provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a
final and binding citation and notice of assessment issued by the
Department of Labor and Industries or through a civil judgment entered
by a court of limited or general jurisdiction. See Attached
1.6 Provide proof that a designated person or persons with your company
has either received training from the department of labor and industries
or an approved training provider on the requirements related to public
works and prevailing wages under chapter 39.04 RCW and 39.I2 RCW or
provide proof that your company has completed three or more public
works projects and have had a valid business license in Washington for
three or more years and are exempt from this training requirement.
See Attached
SUPPLEMENTAL CRITERIA - Established by the City to determine bidder
responsibility
2.ORGANIZATION
2.L How many years has your organization been in business as a Contractor?
66 Years
2.2 How many years has your organization been in business under its
Present business name? 22Years
2.2.L Under what other or former names has your organization
operated?
Quigg Bros-Schermer, Inc.; Quigg Bros-McDonald, Inc.
2.3 If your organization is a corporation, answer the following:
Date of incorporation: 10/29/1954
Stateofincorporation; Washington
President's name: John D. Quigg
Vice-president's name(s)¡ Charles Quigg, Neil Quigg, Peter Ewen
Secretary's name: Matthew Zepeda
Treasurer's name: Matthew Zepeda
2.4 If your organization is a paftnership, answer the following: N/A
2.3,r
2.3.2
2.3.3
2,3.4
2.3.s
2.3.6
2.4.L
2.4.2
2.4,3
Date of organization:
Type of partnership (if applicable):
Name(s) of general partner(s):
2.5 If your organization is individually owned, answer the following: N/A
2.5.1 Date of organization:2.5,2 Name of owner:
Midway Creek Bridge Repair/Madfai 16
Project Number: 20-3005
July t4,2O2O
2.6 If the form of your organization is other than those listed above, describe
it and name the principals: N/A
3. LICENSING
3.1 List jurisdictions and trade categories in which your organization is legally
- qualified to do business, and indicate license numbers, if applicable.
Quigg Bros,, Inc. , is licensed in many juiisdictions throughout Western Washingtoh as a'gêneral contractor.
3.2 List jurisdictions in which your organization's partnership or trade name
iS filed. Quigg Bros., Inc., is registered in Washington State.
4. EXPERIENCE
4.L List the categories of work that your organ¡zat¡on normally performs with
itS OWn fOfCeS. Heavy Civil Construction, Marine Construction
4.2 Claims and Suits. (If the answer to any of the questions below is yes,
please attach details.)
4.2.L Has you-r organization ever failed to complete any work awarded
to it? No
Are there any judgments, claims, arbitration proceedings or suits
pending or outstanding against your organization or its officers? No
Has your organization filed any law suits or requested arbitration
with regard to construction contracts within the last fÍve years? No
4.2.2
4.3 Within the last five years, has any officer or principal of your organization
ever been an officer or principal of another organization when it failed to
complete a construction contract? (If the answer is yes, please attachdetails.) No
4.4 On a separate sheet, list major construction projects your organization
has in progress, giving the name of project, owner, architect or design
engineer, co-ntract amount, percent'complete and schedu led completiondate. See Attached
4.4'L State total worth of work in progress and under contract:936M
4.5 on a separate sheet, lÍst the major projects your organization has
completed in the past five years, giving the name of project, owner,
architect or design engineer, contract amount, date of completion and
percentage of lhe cost of the work performed with your own forces.' See-Attached
4.5.1 State average annual amount of construction work performed
during the past five years: $3BM
4.6 On a separate sheet, list the construction experience and present
commitments of the key individuals of your organization.
See Attached
4.7 On a separate sheet, list your major equipment.
See Attached
4.2.3
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
T7 July L4,2O2O
5. REFERENCES
5.1
5.2
5.3 Surety:
5.3.1
5.3.2
6.L.2
6.1.3
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
L.G. Isaacson Co.¡ Inc. 360-532-3363
Columbia Bank, James Miller, 253-305-1934
Trade References:
Bank References:
Name Of bonding company: Traveler's Casualty & Surety of America
Name and address of ac¡ent:MCM Bacic- 1325 4th Ave, Ste 2100
Seattle, WA 981016. FINANCING
6.1 FinancialStatement.
After bid opening, the City may require the following financial information
from any of the three apparent low bidders. If so required, the selected
bidder(s) must respond with this financial information within 24 hours of
the City's request for that information. The City's request for this
information shall not be construed as an award or as an intent to award
the contract. A bidder's failure or refusal to provide this informat¡on may
result in rejection of that bidder's bid.
6.1.1 Attach a financial statement, preferably audited, including your
organization's latest balance sheet and ¡ncome statement
showing the following items:
Current Assets (e.9., cash, joint venture accounts, accounts
receivable, notes receivable, accrued income, deposits, materials
inventory and prepaid expenses);
Net Fixed Assets;
Other Assets;
Current Liabilities (e.9., accounts payable, notes payable,
accrued expenses, provision for income taxes, advances, accrued
salaries and accrued payroll taxes); Other Liabilities (e.9,,
capital, capital stock, authorized and outstanding shares par
values, earned surplus and retained earnings).
Name and address of firm preparing attached financial
statement, and date thereof:
Is the attached financial statement for the identical organization
named on page one?
6.L.4 If not, explain the relationship and financial responsibility of the
organization whose financial statement is provided (e.9., parent-
subsidiary).
6.2 Will the organization whose financial statement is attached act as
guarantor of the contract for construction? Yes
18 July 74,2020
7. SIGNATURE
7.L Dated at this 28th day of JulY ,2020.
Na an Quigg Bros., Inc.
Peter Ewen
Tile: Vice-President
7.2 Peter Ewen being duly sworn, deposes and says that the
information provided herein is true and sufficiently complete so as not to
be misleading.
Subscribed and orn before me this day of July 2020.
Notary Public:
My Commission Expires June 23 2022
DEBRA A. BUZZARD
NIOTARVPUBLIC
SÍATE OF WASHINGTON
It Oornmhün €¡ph.f runc 2 E, Zü22
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
19 July 14,2O2O
Deparbnent of Labor and Industries
PO Box 4445A
Olympia, WA 985û4-4450
QUrGc BROS rNC
PO BOX nAV,
ABERDEEN ItrA 98520028I . .
QrrrG6 BROS INC
l3
by Law as:
Contractor
1998
a
*
BUS¡NES,S LICENSE
STATE OF
WASHINGTON
Profit Corporation
QUIGG BROS., INC,
819 W STATE ST
ABERDEEN, WA 98520-5934
scALE - LARGE (1) - ACTTVE
INDUSTRIAL INSURANCE - ACTIVE
TAX REGISTRATION - ACTIVE
lssue Date: May 29,2020
Unified Business lD #: 1440O2313
Business lD #: 001
Location: 0001
Expires: Oct 31 ,2020
UNEMPLOYMENT INSURANCE . ACTIVE
MINOR WORK PERMIT - ACTIVE
CITY ENDORSEMENTS:
LAKEWOOD GENERAL BUSTNESS - NON-RES|DENT (EXPTRES 5t31t2021) - ACTTVE
SHELTON GENERAL BUSINESS - NON.RESIDENT #0054540 - ACTIVE
BELLINGHAM GENERAL BUSINESS #040527. ACTIVE
GIG HARBOR GENERAL BUSINESS - NON-RESIDENT. ACTIVE
ISSAQUAH GENERAL BUSINESS - NON.RESIDENT - ACTIVE
LACEY GENERAL BUSINESS - NON-RES|DENT #182799 (EXptRES 11t30t2020) - ACTTVE
OLYMPIA GENERAL BUSINESS - NON-RESIDENT #16784 - ACTIVE
PORT ORCHARD GENERAL BUSTNESS - NON-RESTDENT (EXPTRES 5t31t2020) - ACTTVE
TUMWATER GENERAL BUSINESS - NON.RESIDENT #R.006264 - ACTIVE
souTH BEND GENERAL BUSINESS - NON-RESTDENT #20-273 (EXPIRES 12t31t2020) - ACTTVE
DUTIES OF MINORS:
Ages 16-17: Office Work
LICENSING RESTRICTIONS:
It is the business's responsibility to comply with minor work permit requirements. See WAC 296-125-030 and WAC
296-125-033 for Non-Agricultural and WAC 296-131-125 for Agricultural guidelines and restricted activities.
REGISTERED TRADE NAMES
QUIGG BROS,, INC
This document lists the registrations, endorsements, and licensês authorlzed for the business
named above, By accepting this document, the licenseo certifies lhe information on the applicatlon
was complete, true, and accurate to the best of his or her knowledge, and that business will be
conducted in compliance with all applicable Washington state, county, and city regulations.Director, Department of Revenue
Quigg Bros., lnc.
City of Kent
Frager Road / Midway Creek Bridge Repair
Project Number: 20-3005
1.4 Statement
Quigg Bros., lnc., including any subsidiary companies or affiliated companies under majority ownership
or under control by the owners of the bidde/s company, are not and have not been in the past three (3)
years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3).
n
Vice-President
Quigg Bros., lnc.
City of Kent
Frager Road / Midway Creek Bridge Repair
Project Number: 20-3005
1.5 Statement
Quigg Bros., lnc., has not, within the three-year period immediately preceding the bid solicitation date,
been a "willful: v¡olator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or
49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the
Department of Labor and lndustries or through a civiljudgment entered by a court of limited or general
jurisdiction.
Signed under penalty of perjury,
Vice-President
7t22t2020 OUIGG BROS INC
Some L&l regional offìces are now open on a limited basis by appointment only, for services that cannot be
provided over the phone or online. Masks are required for in-person appointments. Call the office near ysu
(https?lln¡&e¡sov/asencylse$açgÉafiçeþeallo¡s) for assistance, or call 360-902-5800 from I a.m. to 5 p.m. weekdays (except
state holidays).
.4.**r**"\.¡l LaUór A lnUusrries-(https://lni.wa. ggy)
QUIGG BROS INC
Owner oÌ tradesperson
Principals
QUIGG, JOHN D, PRESIDENT
QUIGG, PATRICK DONOVAN, VICE
PRESIDENT
EWEN, PETER BRUCE, VICE PRESIDENT
QUIGG, CHARLES RONALD, VICE
PRESIDENT
QUIGG, JOSEPH NEIL, VICE PRESIDENT
ZEPEDA, MATTHEW J, SECRETARY
SCHERMER, DOUG
(End:01/01/1980)
OUIGG, TIMOTHY D, SECRETARY
(End:0't12012011l
TREÏZEN, DIETER H A, TREASURER
(End:01/2012011)
Doing business as
QUIGG BROS INC
PO BOX 1707
ABERDEEN, WA 98520.{128I
360{33-1530
GRAYS HARBOR County
Business type
Gorporation
Governing persons
JOHN
D
QUIGG
MATTHEWZEPEDA;
JOSEPH NEIL QUIGG;
PETER EWEN;
CHARLIE QUIGG;
PATRICK D QUIGG;
WA UBI No.
144002313
Llcense
Verily the contractor's active registration / license / certification (depending on trade) and any past violations.
9gn-sltgSlign.cgllf-e-cl-oj Active
Meets current requ¡rements.
License specialties
GENERAL
License no.
SUIGGBIO2zRT
Effective * exp¡rat¡on
1 2'30ll 998- 0r I 29 12022
Bond
TRAVELERS CAS & STY CO OF AMER
Bond account no.
su6824
$12,000-00
https://secure.lni.wa.gov/verifo/Detail.aspx?UBl=1¿14002313&LlC=QUlGGBl022RT&SAW--114
7t2212020
accounts during the previous 6 year period.
OUIGG BROS INC
Effective date
1212A12005
Expiration date
Until Canceled
$1,000,000.00
Effective date
12131t2015
Expiration date
12t31t2020
-Qi-s-mirs-ed
Complaint aga¡nst bond(s) or savings
su6824
Complaint amount
$fi2,800.00
Received by L&l
111O7t2005
!n-syßt-ç-e"
Gharter Oak F¡re lns Co
Pol¡cy no.
DTCO526D9í0lCOF19
Received by L&l
1U30t2019
lnsurance history
Sevin-s-s
No savings
¡-¡-ttu"çsihe-selm!-!h-c.Þgn-q.sl-s¡yi¡cs-
Cause no.
16-2-26351{SEA
Complaint fìled by
ADVACNCED GEOSOLUTIONS INC
Complaint date
11t09t2016
L&l Tax debts
Nö t&i iäi döbts are recorded for this contractor license duríng the previous 6 year period, but somê debts
may be recorded by other agencies.
License Violations
Nö-ilceñöö-üìöiätiòns during the prev¡ous 6 year period.
Certifications & Endorsements
Workers'Comp
Do you know if the business has employees? lf so, veriry the business ís up.to-date on workers' comp premiums.
L&l Account lD Account is current.
-09-6-,9:!?.-4"-q
Doing business as
QUIGG BROS INC
Est¡mated workers reported
Quarter 1 of Year 2020 "51 to 75 Workers"
L&l account contact
T5 / LINDSEY lHURGOOD- (360)902-5385 - Emall: @lni.wa.gov
Public Works Requirements
Veriñ7 the contractor is eligible to perform work on public works pro¡ects.
ßçsuiregl-tdtirs--.Ef r-e-c!!y.o-.lsly-:!,?-Q:19
Exempt from this requirement.
Contractor Strikes
ñö öfiir¡iöö häüö.äöen issued against this contractor.
Contractors not allowed to bld
itö"öööäiiñöäið tiäïö öa!èri-iööüed asa¡nst th¡s contractor-
Workplace Safety & Health
Check for any past safety and health violations found on jobsites this business was responsible for
lnspect¡on results date
02t2,u2019
lnspection no.
317951980
Location
601 ChamberWay
Chehalis, WA 98532
Violations
https:/isecure.lni.wa.gov/verify/Detail.aspx?UBl=14/.002313&LlC=QUlGGB1022RT&SAW=2t4
QUESTION 4.4Gurrent Work Under ContractProject TitleUpper Mill Creek Dam ImprovementsBremerton Dock ImprovementsYoumans Rd Culvert ReplacementTaylor C¡eek Bridge ReplacementWestJefferson Remove Fish Barrie¡sHarryToddTennesse BridgeMilwaukee BridgeTotal Project Cost86,oo6,27t.7o$r,zo23o5.oo$¿oz,¿gs.oo$r,ozs,ooo.oo$6,542,998.oo$z,z8t,5z4.oo$2o2,3r3.65$9,3S6,S8S.ooScopeRaising the height of the existing Upper MillCreek Dam alone the east side of ro¿thDock Improvements, New Gangways, SafetyLadders and Replacíns FenderineEmergency Culvert ReplacementTrestle Removal and Bridge ReplacementTemporary stream diversion system,excavating structure and channel, const¡uctdetour roads and temporary bridges,temporary signal and illumination system,temporary shoring, removing the existingculverts, constructing three drilled shaftbridges, bacldllíng, soldier pile wall,geosynthetic walls, reinforced slopes,guardrails, streambed restoration, seed andcompost, erosion control, t¡affic controlProject includes excavation, three docks, a fishingpier, a precast concrete bulkhead, precastconcrete block retaining walls, a concrete ADAramp, handrails, guardrails, cement concretepaving for a new ADA ramp and playground, sitefurnishings, utilities, irrigation, HMA, topsoil sod,lighting, and elecirical. Demolition includes existingbulkheads, existing restroom, septic system,asphalt pavement, concrete steps, a concreteretaining wall and grass grubbing.Tennessee Road Br¡dge including installation ofapprox 675 sf of modular block wall, 500 tons of riprap to serve as a revetment, and an engineered logjam.Rehabilitate existing br¡dge structure over thePuyallup River, construct new approaches on bothsides ofthe rehabilitated bridge, relocate overheadand underground utilities, construct new outfall tothe Puyallup River, remove invasive species, treeremoval, install woody debris, and restoreshoreline habitat.DatesB/t9-ro/zor/2o-7/207/2o-9/20T/2o-g/207/r9-8/zoOwnerCþof KentKitsap TransitGH CountyCity ofSeattleWSDOTBrandon AinsworthShaunieVailMark Severson360-249-42222o6-2SE-671336o-bg8-8513Point of Contact Phone #PhilMcConnell 253-856-55ooJeffDavidson g60-824-49417l2o-S/21 CityoflakewoodDoug Fraser7/2o-to/2o Cityof WinlockzSS-985,-Z8SzMike Marshall 960-852-1120Ted Hill253-841-5463g/2o-t122 CityofPuyallup$s6,o29,4q2.35
Gompleted ProjectsOwnerDate Gompletedect GostTotalTitleCosireeDamWSDOT Chamber Way BridgeGig Harbor Ancich Park/NetshedSierra Construction Mountlake TerraceWalker John Laurana PilingWalker John Westman Mill PilingNo Oly Salmon Dungeness Wharf DemoPt of Longview Fender PileCowlitz Co Rose Valley Road EmbankmentKing Co Maury lsland DemoSchni2er Sheet Pile WallH&H USCOE Puget Sound AtonsSimpson Shelton Harbor SedimentSPSSEG Pile RemovalMarine Floats - Roanoke ReefDOC Emergency Rep to Stihl Harbor & Steilacom Docklssasquah 62nd St ExitSimpson Shelton SMA3Bremerton & Port Orchard Dock RampsGH Transit Buidling DemoCity of Tacoma Site 10&12 Dock DemoCity of Tacoma Swan Creek Fish PassageWSDOT Chehalis River Bridge Scour Repair$$$$$$$$$$$$$$$$$$$$$$10,900,002.006,754,125.00174,000.00551,796.00692,075.00155,725.00I 10,000.00246,134.00772,005.00912,000.00669,800.00816,000.00136,529.00123,000.00110,000.0022,935,058.00650,000.00193,800.00112,064.00490,370.00644,100,001,638,803.00,500.00May-19May-19Feb-19Oct-18Oct-18Mar-19Dec-18Oct-18Oct-18Sep-18Feb-19May-19Jan-19Feb-19Apr-19May-19Dec-19Nov-19Nov-19Oct-19Nov-19Dec-19Oct-19ity of CosmopolisWSDOTCity of Gig HarborSierra ConstructionWalker JohnWalker JohnNo Oly Salmon DungenessPort of LongviewCowlitz CountyKing CountySchnitzerUSCOESimpsonSPSSEGMarine FloatsWSDOCCity of lssaquahSimpsonKitsap TransitGrays Harbor TransitCity of TacomaCity of TacomaWDSOT
Quigg Bros., lnc.
City of Kent
Frager Road / Midway Creek Bridge Repair
Project Number: 20-3005
4.6 Key Personnel
Ted Franco, Project Manager, 75% of his time is available
Frank Scherer, Risk Management, Lsyo of his time is available.
jerry Ambrose, Project Superintendent,2OYo of his time is available
Erik Hegg, Project Foreman, LO0Yo of his time is available.
QUIGG BROS.,INC. EQUIPMENT LIST UPDATED AS OF '1214118
Processine Equinment
0l-31I CEC Rip Rap Sorter
01-312 '07 Thunderbird Crusher
01-313 '08 Thunderbird Scalping Screen
01-314 Eagle Fine MTL's Screw
01-315 '04 Pegson Jaw Crusher
01400 HIS Portable
01-401 ThunderbirdScreen
0l-402 Wes Tec Conveyor
01-403 Wes Tec Conveyor
0l-404 Wes Tec Conveyor
0l-405 Wes Tec Conveyor
0l-406 Wes Tec Conveyor
01407 Peerless Radial Stacker
01-408 '07 20 Yard Belt Feeder
01-409 24'x 10'Transfer Conveyor
01-410 '08 20 Yard Belt Feeder
01-411 lI/M Feeder
01412 30" x 15'Transfer Conveyor
0l-507 '07 Superior Conveyor
Crawler Cranes
08-303 '66 American 40-Ton
08-304 '72 American 50-Ton
08-306 '64 Lima 85-Ton
09-324 '81 P&H 100-Ton
09-325 '77 P&H 150-Ton
09-326 '70 Manitowoc 135-Ton
09-327 '82 P&H 100-Ton
09-328 '02 Americar/Terex 110 Ton
09-329 '79 American i25-Ton
09-330 '68 American 165 Ton
09-331 '99 American 125 Ton
Roush Terrain Cranes
11-101 '75 P&H Hydraulic 20-Ton
l1-103 '76 P&H Hydraulic 20-Ton
l1-104 '76 P&H Hydraulic 20-Ton
1i-l05 '86 P&H Hydraulic 22-Ton
l1-106 '81 P&H Hydraulic 40 Ton
TruckCranes
l1-300 '75 P&¿H Hydraulic 75-Ton
I 1-301 '77 P&H Conventional 90-Ton
Excavators
13-501 '06 JD50 Mini Excavator
13-502 '11 JD50 Mini Excavator
13-503 '17 JD50 Mini Excavator
13-504 '00 Case Backhoe
13-505 '97 Case Backhoe
13-506 '07 Cat Backhoe
13-507 19 JD50 Mini Excavator
13-713 '00 Hitachi Excavator
13-714 '01 Komatsu Excavator
13-715 '04 Komatsu Excavator
13-717 '06 Hitachi Excavator
13-718 '07 Komatsu Excavator
13-719 '05 Cat Excavator
13:720 '97 Komatsu Log Shovel
13-722 '10 160 Komatsu Excavator
13-723 '04 450 John Deere Excavator
13-724 '14 ID 75 Mini Excavator
13-725 '14 JD 135 Excivator
13-726 '1 I Cat Excavator
13-727 '16 Hitachi Excavator
13-728 '16 JD Excavator
13-729 '17 Hitachi Excavator
13-730 20JD 135 Excavator
Model
D6xl6
380LL6203
6203FST
26x44
I s-20 I
15-202
1 5-300
15-301
15-302
1 s-303
15400
15-401
15402
15403
1s404
t5-405
15-406
t5407
15-408
l5-501
r5-502
15-503
15-504
150
151
1s2
HSOXL
VSOE
HY1425
H2OOHS
HI35XL
THD3OOM
8042
8042
8042
8042
10054
10054
8042
100s4
xRM-12s4
s40
z-45
860SJ
860SJ
329D
IT28F
970F
980c
wAs00-1L
544G
980K
644K
l40G
140H
Model Serial Number
42I3BFH EQU-O1902
36 x 50 EQU-01871
Hyster 4-Ton Forklift
Cat 4-Ton Forklift
Clark 9-Ton Forklift
Hyster 10-Ton Forklift
Hyster 7-Ton Forklift: Lacey
'01 Taylor l5-Ton Forklift
'97 Skytrak 4-Ton Forklift
'00 Skytrak 4-Ton Forklift
'00 Skytrak 4-Ton Forklift
'99 Sþrtrack 4-Ton Forklift
'00 Slcyhak 5-Ton Forklift
'00 Skytrak 5-Ton Forklift
'05 Slq¡trak 4-Ton Forklift
'07 Sþtrak 5-Ton Forklift
08 Exheme 6-Ton Forklift
'06 Genie Manlift S40
'06 Genie Manlift 245
'07 JLG Manlift 60'
07 JLG Manlift 60'
'03 JD Dozer
'05 JD Dozer dRippers
'06 JD 650 Dozer
'72 Cat Scraper
'72 Cat Scraper
'72 Cat Scraper
F0054042s4M
37W08926
CHY2OO
c007D0i562E
F006A3529K
29542
TRK7O78
11724
11926
9281
11914
12069
160013267
160029r43
60891 I 30
54006-10933
Z452s06-28997
3001 13607
30010928
95s1
5
6s01
5x16 3D
36" x45'
30" x 50'
30" x 50'
30" x 50'
30" x 50'
42" x 100'
20 Yard
599C
5299
1250
5100
5150R
sc-135
s100
HC 110
9260
9299C
HCl25
ws3
ws
WS
wsl29
ws132
I
GSI
AC374
FF050DX24531
xF.¡i0275613
GXPGH285648
JJG02854 1 0
KDDTOOs39
KH289918
AMD 300270
20805
20068
FF004RI410244
21522
CKBFEOl623
21528
25013
FF450CX091582
GHDJOl
Lsadan
17403 '13 JD Skid Steer
17-702 '96 Cat Loader
l8-097 '93 Cat Loader
l8-098 '98 CatLoader
18-304 '91 Komatsu Loader
l8-306 '95 JD Loader
18-307 '12 Cat Loader
l8-308 '18 JD Loader
Motor Graders
19-502 '84 Cat Grader
19-504 '05 140 Grader
GSI1450
GS16514
3427-10
51779
43484
39s043
52140
AC3899
cD23'1124
3CL01842
9JK00162
9CM01441
420674
DW544D541544
0w7K01144
ZLHF684864
72V08706
APMO19S3
6YL01 l0l
T0700Hx924635
T085OJX1 I s42s
T065OJXr 30489
R200
R200
R200
Cenitry122
Omega 40
T750
T790
371
41
414 Crawler Tractors
53901 105 '95 Cat Dozer D4CXL
JDTOOH
JD85OJ
JD65OJ
4
Madd
JD5OD
JD5OD
JD5OG
590SL
580L
4308
JD5OG
EX2OO LC.5
PC228LC-3
PC3OSUSLC-3
ZX23OLC
PC138USLC-8
325 CL
PC-300-HD-5
PC160LC-8
450 C LC
JD75G
JD135G
336EL
2x160-6
25OG-LC
zxt60LC-6
JD-I35G
63iC
63tC
631C
67M04448
67M04301
67M04300
100x38x6
75 x24 x3
5:08 PM
7122t2020
Crane Barges
25-501 Dredge Skookum
25-620 Hoiland Barge
SDRIVE/QBIEQUIPMENT/OBIMAINEOUIPLIST
JYEPOO21 1
QUIGG BROS., INC. EQUIPMENT LIST
Model Serial Number
Tuss
Duetz
Boom Boat Lil'Joey
Boom Boat Lil'Abbi
Boom Boat Big Mike
Mary Margaret (85"000 Lbs)
Ironman (80,000 Lbs)
Tug Betty
Pat Quigg
Mike Quígg
UPDATED AS OF 1214118
Model Serial Number
sT-3000
266882
50 x 13
70' x2l' x'1.5'
122558435x14x5
61x22x10
24ft
CUDCAB
25846
4K35540
14'x7'x2'6"
22'x 8'x 3'
MSIÐGAO1395O
2359FG92 BL3A66FGB292
224WA999337
2241
Work Barges
25-625 Water Driver Barge
26-701 RendragFloat
26:702 Rendrag Float
26-703 RendragFloat
26-704 Rendrag Float
26-705 RendragFloat
26-706 RendragFloat
26-'107 Rendrag Float
26-708 RendragFloat
26-709 Rendrag Float
26-710 Rendrag Float
26-711 RendragSpudwell
26-712 PoseidonSpudwell
26-713 RendragSpudwell
26-714 RendragSpudwell
26-715 Rendrag FF
26-716 Rendrag FF
26-717 Rendrag FF
26-718 RendragFF
26-719 Rendrag FF
26-720 RendragFF
26-721 RendragFF
26-722 Posiden FF
26-723 Posiden FF
26-724 PosidenFF
26-725 Posiden FF
26-726 Posiden FF
26-727 Posiden FF
26-728 Posiden FF
26-729 Posiden FF
26-730 Posiden FF
26-731 Posiden FF
26-732 Posiden Rake
26-733 Posiden Rake
26-734 Posiden Rake
26-735 Posiden Rake
26-736 PosidenFF
26-737 Posiden Rake
26-738 Spudwell
26-739 Spudwell
26-740 Posiden FF
26-741 Posiden FF
26-742 Posiden FF
26-743 Posiden FF
26-'144 Rendrag Rake
26-745 RendragRake
26-746 Rendrag Rake
26-747 Rendrag Rake
26-748 Rendrag Rake
26-803 Wishkah
26-804 Aberdeen
26-806 Montesano
26-807 Muckmaster !ùy'ork Barge # I
26-808 Muckmaster Work Barge #2
26-809 Hoquiam Work Barge #1
26-810 Hoquiam Work Barge #2
26-811 Hoquiam
55x28x3
40xl0x5
40x10x5
40x10x5
40x10x5
40x10x5
40x10x5
20x10x5
20x10x5
20x10x5
20x 10x5
R-142s
04
05
106
7-902
7-904
-907
R-l
R-
R-
R-234
R-235
R-236
R-237
R-6132
PA-303
R-6133
R-6134
R-1423
P.-l424
R-1429
40xl0x5
40x10x5
40xl0x5
40x10x5
40x10x5
20x10x5
20x10x5
40x10x7
40x10x7
40x10x7
40x10x7
40x10x7
40xl0x7
20xl0x7
20xl0x7
20x10x7
20xl0x7
20xl0x7
20x10x7
20xl0x7
20xl0x7
20x10x7
20xl0x7
40xl0x7
40x10x7
40xl0x7
40xl0x7
10x10x5
10xl0x5
1Oxl0x5
10x10x5
10x10x5
120 x 40 x7
122x32x8.8
I25 x34 x 9
24x12x3
24x12x3
24x12x3
24x12x3
110x31x7
Work Boats & Trailers
28-705 Sea Wolf
28-706 Tutry
28-707 Tug Mac Trailer
28-708 TufrTrailer
PF7-RPF
PF7-RPF1
227
227B,016
227BR04
s-319
s-320
PF7-1I?RCT
PF7-r3sQCr
PF7-143QCT
PF7-r45QCT
R4018
R4l8
R40l
1243467
Sea Wolf Trailer
Sea Monkey
Sea Monkey Trailer
Grizzly
Bulldog
Bobcat
Badger
Badger Trailer
Bobcat Trailer
'1 5 EZ Loader Boat Trailer
'92 Bay Liner
'98 Shore Trailer (Bayliner)
Vulcan#1 PileHammer
Vulcan #1 Pile Hammer
APE 200 T Vibro Hammer
APE 700 Power Unit
APE 150 T Vibro Hammer
APE 375 Power Unit
0
R-248
PF7-125
PF7-13 I
PF7-146
PF7-164
PF7-165
PF7-166
227-8019
227-8,020
227-8021
227-8022
8-715
28-720
28-721
28-722
1-202
t-203
7t6
717
104
105
106
GI1s00
17624
931229
#95
150
700
V15OT
P375
20r5081537
201509237
R40
32-107
Pile Leads
35-100 8% x 20 Swing Leads
35-103 8x27-I/2 Burnham Leads
35-104 Wick Drain Leads
35-105 FlyingLeads
5-106 8 x 20 Fixed læads
5-107 I x 32 ICE Leads
108 8 x 26 Swing Leads
109 A&BHydraulicLeads
35-110 8 x21 APELeads (94 feet)
Pile Accessories
36-500 ParallelogramSpotter
36-501 TelescopicSpotter
36-502 Kamb Telescopic Spotter
2 5:08 PM
7t22t2020SDRIVE/QBIEQUIPMENT/QBIMAINEQUIPLIST
QUIGG BROS., INC. EQUIPMENT LIST
Model
UPDATED AS OF 1214118
Model Serial Number
Pickups
5t-197
51-206
51-209
51-212
51-221
51-222
51-226
5t-227
51-228
s1-229
5 1-230
51-232
51-235
st-236
51-237
51-23 8
51-239
s1-240
s1-24t
51-243
51-244
5t-245
51-246
51-249
51-251
5l-252
5r-253
51-254
5 1-255
51-256
51-257
5 1 -258
51-259
51-260
51-261
51-263
51-264
51-265
51-268
51-269
s1-270
51-271
51:272
5t-273
51-274
51-275
5l-276
51-277
51-2'78
5l-279
5 1-280
5t-281
51-282
s 1-283
51-284
5 1-285
51-286
51-287
5 I -288
5l-289
s1-290
5l-291
51-292
Fl50 4x4
F450
Fl50 4x4
F250 4x4D
F55O D
F-150 4x4
F-250 4x4 D
F-350 4x4 D
F-350 4x4 D
F-550 D
F-550 D
F-350 c
F-150
F-150
F-150
F-250
F-250
F-250
F-250
F-550
F-550
F-550
6-1 500
Expedition
F-250
F-250
F-250
F-250
F-250
F-150
F-I50
F-150
F-150
E-350
F-250
F-150
F-150
E-350
F-1 50
F-250
F-450
F-550
Transit
F-250
F-250
F-250
F-1 50
F-250
F-250
F-350
F-250
F-350
Expedition
F-350
F-250
F-250
F-250
F-150
Expedition
F-250
F-250
YN821907
YEC39097
3K868459
3F.C03326
38C37855
7F¡.13290
7E468108
784681 l0
7EA68l I 1
s3-5 I 8
53-5 r 9
53-522
53-s23
53-524
53-525
53-526
53-527
53-528
T800
T800
T800
T800
T800
T800
T800
T800
T800
T800
T800
T800
T800
T300
4400
4300
440
w900
340
w900
T800
T800
T800
T800
LN8000
LN8000
LTO
'00 Ford: Gib Peterson
'00 Ford: Pressure Washer
'03 Ford: Shop
'03 Ford: Shop
'05 Ford: Shop
'07 Ford: Shop
'07 Ford: Amie Reynvaan
'07 Ford: Lacey Yard
'07 Ford: John Davis
'07 Ford: Shop w/dump
'07 Ford: Weld Shop
'03 Ford: Flagging Trk
'08 Ford: Dale Wilder
'08 Ford: Shop
'08 Ford: Eric Seely
'08 Ford: Shop
'08 Ford: Jeff Oien
'08 Ford: Jesse Ottersetter
'08 Ford:
'08 Ford: Out of Service
'08 Ford: Shop
'05 Ford: Jeff Oien
'06 Chev: Company Use Only
'11 Ford: John Quigg
'i2 Ford: Ben Jones
'12 Ford: Kyle Raines
'12 Ford: John Bergeson
'12 Ford: Erik Hegg
'12 Ford: Scott Schoch
'12 Ford: Peter Ewen
'12 Ford: MattZepeda
'12 Ford: Brandon Schultz
'12 Ford: Jack Eckland
'1 1 Ford: Crew Van
'06 Ford: Chuck Fairbaim
'10 Ford: Ron Patrick
'06 Ford: Shop
'l I Ford: Crew Van
'14 Ford: Neil Quigg
'14 Ford: Shop
'14 Ford: Randall Luellen
'15 Ford: Chris Swantek
'15 Ford: Chad Ridgway
'15 Ford: Kevin Cucchiara
'15 Ford: LarryCalkins
'15 Ford: DanWolf
'15 Ford: Charlie Quigg
'16 Ford: Frank Scherer
'16 Ford: Jerry Ambrose
'12 Ford: Justin Talevich
'16 Ford: Kelley Ferguson
'12 Ford:
'08 Ford: Eric Sweers
'17 Ford: Woody Lamont
'17 Ford: Andrew Pratt
'17 Ford: Pat Prankard
'12 Ford: Alice Carlson
l6 Ford: Jon Wilson
20 Ford: John Quigg
20 Ford: Chuck Fairbairn
20 Ford: John Bergeson
3EC61768
8FA40141
8F440142
8FA40143
8ED64014
8EC93825
88C93826
8EC97878
8EC93829
88C93828
5EC18563
27751
cF,¡.44940
cEA44938
cF,¡.44939
cKD06632
cKD06633
cKD06634
cKDls l13
8DA67388
AKE651
BDBO8365
EF847888
8E865024
EEB306t4
F8880370
FK406783
FEC1403 1
F8C36855
FEC46059
T'tG8842453
c8448630
GEC84030
cE403901
LA45l99
T4TIEE36152
863TIED5875O
A60H8D79380
A68C8C26609
EP8GKG72882
L8D35145
LED351
'94 Kenworth Dump Truck
'94 Kenworth Dump Truck
'97 Kenworth DumpTruck
'97 Kenworth Dump Truck
'97 Kenworth Dump Truck
'00 Kenworth Dump Truck
'00 Kenworth Dump Truck
'00 Kenworth Tractor
'07 Kenworth Dump Truck
'07 Kenworth Dump Truck
'07 Kenworth Dump Truck
'07 Kenworht Dump Truck
'07 Kenworth Dump Truck
Intemational Lube Truck
'07 Kenworth Service Truck
'07 Int'l Service Truck
'13 Int'l Traffic Control Truck
'06 Infl Service Truck
'00 Kenworth d10-T Boom
'07 Peterbilt w/l8-T Boom
'95 Kenworth Tractor
'07 Kenworth Tractor
'99 Kenwofh Tractor
'01 Kenworth Tractor
06 Kenworth Tractor
'82 Ford Water Truck
'86 Ford Water Truck
'02 Sterling Vac Truck
'73 Fruehauf
'76 Fruehauf
'69 Brown 40 Flatbed Trlr
'8 I Fruehauf45' Flatbed Trlr
'90 Trailmobile 47'Flatbed Tlr
'85 Fruehauf 45' Flatbed Trlr
'96 Fontaine 48'Flatbed Trailer
'96 Fontaine 48'Flatbed Trlr
'87 Creat Dane 45' Flatbed Trl
'99 JC 53'Flatbed
'04 Lodeking 53'Flatbed Trlr
'99 JC 53'Flatbed Trl
'95 Alloy 53'Flatbed Trl
S/A Converter Dolley
'80 Trailmobile 27'Job Trailer
'80 Trailmoblie 27'Job Trailer
30'Alloy Job Site Trailer
'71 Fruehauf 26' Job Trailer
65 Fruehauf 40' - 53' Stretch
'86 Aztrec 48'-70' Stretch
'75 Fruehauf 43'Drop Deck
'89 General Jeep
'89 General 80-Ton Lowboy
'89 General Booster
'95 General S/A Frt. Booster
'00 General 55-Ton Lowboy
'97 Fruehauf 48'Drop Deck
'00 Fontaine 48'Drop Deck
'00 Fontaine 48'Drop Deck
'96 Wilson Drop Deck Trl
'05 Transcraft Drop Deck Trl
619262
619263
739680
739681
739682
864771
864"1"12
864773
2125s8
2l2ss9
211502
2 I 1s03
211504
4290
\4205449
4'1H369485
LgDH128087
36H181653
82823 8
M732541
823lGL
213684
wi55-52e 826283
\ws5i-532 882519
xl6Rr 18097
1^33784
, 419986
4J86106
7EB3
7EB3
3-529
5-733
54-203
54-204
54-205
s5-206
55-207
55400
55-40r
55-729
55-732
Trailers
57-101
57-102
5?-104
57-105
57-106
57-107
57-108
09
110
112
t02
105
106
57-rt3
57-tt4
57:285
57-286
57-287
57-288
57-289
57-300
57-306
57-308
57-309
57-3 1 0
57-311
57-312
57-313
48'x102"
48'x102"
GP 245
LodeKing
Trailmobile
Trailmobile
Van
PBJ243
DN607
TAM6O8
DAB6O8
3AWBS
TAM-686
479009
366616
9r424C
92814
1123
131005
T1573732
T157376s
JM020501
000072
1071 305-F
xK000073
55952300
305
27'x96"
27'x96"
860436
MEN242116
FWE218004
17488
694604
8101
8102
8103
8002
8005
040109
1588957
I 588975
T4222363
3s1076713
20 Ford. Lacey Yard F-450 TOKEG87954
3
5:08 PM
7t22t2020SDRIVE/QBIEQUIPMENT/QBIMAINEQUIPLIST
QUIGG BROS., INC. EQUIPMENT IIST UPDATED AS OF 1214118
Model Model Serial Number
Trailers (cont.)
57-400 '01 Big Tex Trailer
57-801 '12 Big Tex Trailer
57-802 '12 PJ Trailer (JD 50)
57-803 '91 NW Utility Trlr
57-804 '95 Freeway Trailer
57-805 Shop Built Trailer
57-806 '07 Top Notch
57-807 '77 Trailmobile Trailer
57-808 '00 Utility Trailer: Patrick Q
57-809 '02 D-CO Tilt Trailer
57-810 '05 Olympic Tilt Trailer
57-811 '07 Smith Co. Side Dump
57-812 '10 Load Trail Trailer
57-813 '10 Interstate TRL
57-814 '79 Stoughton Office/Van TRL
57-815 '06 Trail King Equip. TRL
57-816 '92 Trailer EX
57-817 '98 Interstate Equip. Trl
57-818 '17 PJ Trailer
57-819 '12 Smith Co. Side Dump
58-100 '77 Trailco Trailer
58-101 '76 Trailco Trailer
58-102 '77 Trailco Trailer
58-103 '79 Trailco Trailer
58-l 12 Office Trailer
58-l 13 '95 evergreen Offtce Trailer
58-l l4 '05 Mobil Office Trailer
58-115 '96 Nomad 28'Travel Trailer
58-116 '07 Alladin Office Trailer
58-l 17 '06 NWBS Shop Office Trailer
67-003 '73 Beall Water Trailer
67-122 '97 Truckweld Trailer
67-123 '97 Truckweld Trailer
67-124 '97 Truckweld Trailer
67-125 '00 Truckweld Trailer
67-126 '00 Truckweld Trailer
67-128 '04 Truckweld Trailer
67-129 '04 Truckweld Trailer
67-228 '07 Truckweld Trailer
67-229 '07 Truckweld Trailer
67-230 '07 Truckweld Trailer
67-231 '07 Truckweld trailer
67-232 '07 Truckweld Trailer
67-859 '75 Clough Water Trailer
67-868 '56 FruehaufPull Trailer
67-869 '59 Fruehauf Pull Trailer
67-870 '87 Pull Trailer
67-872 '56 Pull Trailer
68-106 '74 TW Dump Trailer
68-107'T5FruehaufHayrack
ó8-108 '74 Steco Dump Trailer
68-109 '91 Travi Dump Trailer
FW824S
DC-307
OM-30 TDT-3
53
TV 823
FB
Van TRL
TKSOHT
D27828
8x16
l20A - ISBK
T6202-20
UTILITYTRL
10622
Van
8xl8
E33 I l5
c4326385
cl 166825
001258
123474
R506389
s92499
2301r
T997535
L476350
A
w4000
7928191
1|'f072556
NPO10636
w4000167
H1265851
47CLr'.76546
7708167
760B.266
7908140
688-12 I
395-1 I
051
10188
6086
T5487373
10945C)
109460
12458
12457
060033
060035
06003ó
1336
122523
c405 13
w478116704
DALIO43
FRWs93701
722741
3M1247426
Buckets
72-105
72-109
72-r12
72-tt3
72-tt4
72-701
72-702
72-805
72-807
8253
c5-2110
1010-74
t9677
20tt675
37609
E3 1 68-200
1l
73-677
Etiel%YardClam
Yaun2 Yz Yard Clam
Erie I Yard Clam
Williams I Yard Clam HDS
Esco 2 Yard Clam
Coeurd-AleneLogCnapple AGR-54-BI
Yaun Rock Grapple Y-96
Owens 3 Yard Rehndl Clam WR2
Erie 2 Yard Rehndl Clam SCX466
Owens 2 Yard Rehndl Clam
McGinnes 3yd Rehandle
Cablearm Enviro Bucket 5.3 CY 1 1x12
Erie 2 Yard Drag ABDG
Pettibone 2 Cubic Yard Clam 49442
Henderx 3 l/z Yard Drag Bucket
10x40
2740
10Y24
12x56
SOOO GALLO}
PTERS-3
PTERS-3
PTERS-3
TSSCPT-4
TSSCPT4
PSBTT-I7.5
PSBBT-Ió.6
lx3 Millen.
1x3 Millen.
1x3 Millen.
lx3 Millen.
1x3 Millen.
5400
Pull Trailer
F8x20
5x449-36
FW8l65
sT 4405
Pull Trailer
TW5574
TW5574
P185CWJD
l85DPQ-JD
l85OPQ-JD
D 750Q7CA
D02l0Q6JD
P1 85
PlSs
PIS5WJD
HP375WJD
9700
IHC2OO
oAC200
DPU6O55
BR-l0l
I2HT)
23'114',7
42t0052
4230t23
s60233
18616A
448082
451437
424759
8UEVD54
3',13
20006
81232
106406
101 I 6888
24t1049
2411176
10334
67520320
7242t095
RB334s2
HV02470
Air Compressors, Portable
75-201 '99 IR 185 Compressor
75-203 '07 Sullair 185 Compressor
75-204 '07 Sullair 185 Compressor
75-504 '97 Sullivan 750 Compressor
75-505 '99 Sullivan 210 Compressor
75-506 '12 Doosan 185 Compressor
'13 Doosan 185 Compressor
'll Doosan 185 Compressor
'l l Doosan 375 Compressor
Compaction Eouinment
78-200 Hoepac Plate Compactor
78-201 Indeco Plate Compactor
78-202 OkadaPlateCompactor
78-203 06 Wacker Gas Plate Compac
78-800
78-802
78-803
78-804
78-805
Concrete Equipment
8l-600 BidwellFinisher
-601 Finishing Bridge
Razor Back Power Screed
Model Serial Number
12 Wacker Gas Plate Compac BPU4045A
l8 Bomag Diesel Plate Compr BPR60/65D8
19 Bomag Diesel Plate Compr BPR60/65D8
'97 Sakai Roller SV500D
'04 DynaPac Roller 262D
DynaPac Roller CA362D
'94 Rosco Sweeper RB48
'05 Elgin Broom Bear Broom Bear
BP'79360-2
4
5:08 PM
7t22t2020SDRIVE/QBIEQUIPMENT/QBIMAINEQUIPLIST
QUIGG BROS., INC. EQUIPMENT LIST
Model Serial Number
8s206581
UPDATED AS OF 1214118
Model Serial Number
Gengrstary
83-010 Cat205 KWGen Set
83-204 IR Light Tower 8 KW
83-207 GM/LMA 30 KW Gen
83-208 '01 Allmand Light Tower
83-209 '01 Allmand Lighr Tower
83-210 '00 Allmand Light Tower
83-2ll '02 Allmand Light Tower
83-212 '02 Allmand Light Tower
83-213 '00 Magnum Light Tower
83-214 '06 Magnum Light Tower
83-215 '06 Magnum Light Tower
83-216 '09 Magnum Light Tower
83-217 '07 Magnum Light Tower
83-218 '10 Wanco Arrow Board
83-300 GM/LMA 20 KW Gen
83-304 '04 MQ Power 25 KW Gen Trl
83-306 '06 MQ Power 25 KW Gen
83-309 MQ Power 60 KW Gen Trl
83-310 Skookum Pit Gen Set 30KW
83-3ll Perkins 100KWGên(Gúzþ
83-312 MQ 125 KW Generator
X(BARGE sKooKUM) â
83-313 '07 MQ Power 25KW Gen
83-314 '07 Atlas Copco Gen
83-315 '14 MQ l25KW Generator
83-316 '11 MQ 25KW Generator
83-317 05 MQ Power 25KW Gen Trl
83-400 Cat 135KWGen.
83-401 '07 Cat 500KW Generator
'10 MillerWire Feeder
'10 Miller Wire Feeder
'07 MillerWelder
'85 Miller Welder:
'90 Miller Welder:
'95 Miller Welder
'99 MillerWelder:
'99 Miller Welder
99 Miller Welder
'02 Miller Welder
'02 Miller Welder
Lincoln - Welder:
Lincoln - Welder
'10 Miller Welder
'10 MillerWelder
'10 MillerWelder
'10 MillerWelder
'13 MillerWelder
'13 MillerWelder
'15 MillerWelder
'15 MillerWelder
'17 MillerWelder
'17 Miller Welder
'06 Miller Welder
'03 Miller Welder
'08 Miller Welder
'08 MillerWelder
7W9760
L84MH
X-treme l2VS
X-treme l2VS
Airpack 400DD
Airpack 400DD
Big Blue 25lD
Big Blue 251D
Big Blue 25lD
BIG 4OD
Bobcat 250NTG
Bobcat 250NTG
Ranger 9
wP250
Trailblazer 302D
Trailblazer 302D
Trailblazer 302
Trailblazer 325
Trailblazer 325
Trailblazer 302
Trailblazer 302
Trailblazer 302
kallblaznr 302
Trallblazer 302
)cvfT304
MAZSTAR15OS
Millermaticl S0
A210492A
4210490A
LG099169
18755919
KÁ.816999
K8659176
KK063548
KK063549
IF894152
LCO73495
L8329891
vl93070431 1
A1 163553
M4250026M
MA2s00l6M
M4310070M
M4270044M
MDt31107R
MDl61929R
MF090321R
MF360090R
MH060080R
MH06008lR
261
Bames 6" Pump
Stang 10" Pump
Cent 6" Pump
Cent 6" Pump
Cent 6" Pump
Grindex 4" Pump
Flygt 6" Sub. Pump
Flygt 4" Sub. Pump
Flygt 4" Sub, Pump
Flygt 4" Sub. Pump
Flygt 4" Sub Pump
Comell 6" Jet Pump
Worthington 6" Pump
DCA2555IU2
QAS58
DCA12555JU41
MMG25FH
DCA2555lIt2
Model
Bobcat225D
Bobcat 225G
Iraílblazer 250G
Bobcat225G
Trailblazer 302D
50OKw
Model
6SP90D 5554911
3121
21s 1.01
2102
3 102.1 8
2102
2102
42714t
9806NLP-
0481PR002
Y8001 102
o57694
060466
903747
76585
1141002296
479084Á.J
8 I 00769
377573-l
361
9561
J9s0s9-
7109301
usA018261
7s01438
1102453
3755455
88Dt 7396
CITP07591
CITPO759lB
117956
64077
950821
8670043
950823
92301?4
807531 t91
KK067834
KG131870
J1495065
L4727565
LG04151 1
9s-824 (9s-820)
es-82s (es-822)
95-826
95-900
95-901
95-902
8-100
98-500
98-503
98-600
98-601
98-706
98-707
98-708
98-709
98-710
ll
PRO02
PRO02
4060I-MH
MLT3O6O MM H
ILT4060 MMH
MLT3060
MLT4O6O
LSAC-07
3 1 66-008
DCA25USI
DCA255512C
DCA6OSSI
M350074
uc127401
DCAI25SS
95-806
95-807
95-809
95-810
9s-81 I
95-812
l3
14
15
16
l7
8
9
Pumpc
87-306
87-500
87-501
87-502
87-503
88-300
88-30 I
88-302
88-303
88-304
88-305
90-l0l
90-500
700
Model
15 Finn StrawBlower 840-11
'0SLandaPressureWasher SLT6-328248
Edwards Fire Trailer TSD25
Closed Curtain Burner
Fire Trailer
Fire Trailer
KAMB l3O'Launcher 130
Offset Disc-Cottonwood 8 Ft.
LineWinder A&B
Kent Hydraulic Breaker KHB15G2
Cþde Triple Drum (Barge Ab)
Skagit Triple Drum (Poseidon)
Skagit Double Drum (Rendrag)
Lambert Double Drum (electric Double Drum
35'Mantle Portable Scales l0 x 35
60' Jewell Hydr. Grapple
90'Cardinal Scale 100T hsg 3535.100PSP
Bedding Box/Gravel Skiff cG 550/BH9
70' Skookum Quarry Scales
HydraulicDrill A&B
Sweepster sweeper
Efficenry Trench Box 820HD[DF
GMEManhole Box MSHDW
Milwaukie Coring Drill 4096Mil
Tow-TemHydClam Real036
90'Pacific Truck Scales 90104-100
Capacity Yard Goat 143900
'00 Speed Shore 8x8 TS-0808TI/
'05 Speed Shore 8x16 8X16TL4
Hydraulic Torque Wrench
'16 TopconGPS Gx55
'16 Banierlifter KM 932-MB
'17 Topcon GPS cX-55
Hydraulic Torque Wrench
Ramps 8140'
Shop Built Rail wagon
LJJ1 10189J
LJ13015rN
Serial Number
135246
161830
TSD4I45829LR
1877
26X40
3 190
13748
Lambert
24035.1oPV.W
51288
w98091392
1 08307
w989081223
798C101116012
AGCl014
030494-3
0-2041
5-2565
4G07383
4613
5:08 PM
7122t2020
703
704
705
lVeldins Machines
95-100 '99 Miller Welder
95-101'96MillerWelder
95-102 '98 Miller Welder
95-103 '00 Miller Welder
95-104 '06 Miller Welder 712
715
716
7t7
718
719
98-721
98-723
98-724
98-725
5SDRIVE/QBIEQU IPMENT/QBIMAINEQUIPLIST
BIDDER RESPONSIBILITY CRITERIA
Statement that Bidder Has Not Been Disqualified
This statement is required by state law (RCW 39.04.350(1)(d)) to be submitted to
the City before the contract can be awarded.
The bidder hereby ce¡tifies that, within the three-year period immediately preceding
the bid solicitation date (July 28, 2O2O), the bidder has not been disqualified from
bidding on any public works contract under RCW 39.06.010 or 39.12.065(3),
Quigg Bros., Inc.
Bidder's Business Name
ture of Authorized Officialx
Peter Ewen
Printed Name
Vice-President
Title
7128/2020 Aberdeen WA
Date City State
x If a corporation, proposal must be executed in the corporate name by the president
or vice-president (or any other corporate officer accompanied by evidence of
authority to sign). If a co-partnership, proposal must be executed by a partner.
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
20 July L4,2020
BIDDER RESPONSIBILITY CRITERIA
Certification of Compliance with Wage Payment Statutes
This certification is required by sfafe law (RCW 39.04.350(2)) to be submitted to
the City before the contract can be awarded.
The bidder hereby ceftifies that, withÍn the three-year period immediately preceding
the bid solicitation date (July 28, 2020), the bidder is not a "willful" violator, as
defined in RCW 49.48.O82, of any provision of chapters 49.46, 49.48, or 49.52 RCW,
as determined by a final and binding citation and notice of assessment issued by the
Depaftment of Labor and Industries or through a civil judgment entered by a court of
limited or general jurisdiction.
I certify under penalty of perjury under the laws of the State of Washington that the
foregoing is true and correct.
Quigg Bros., Inc
Bidder's Business Nam
ature of Authorized Officialx
Peter Ewen
Printed Name
Vice-President
Title
7/28/2020 Aberdeen WA
Date City State
* If a corporation, proposal must be executed in the corporate name by the president
or vice-president (or any other corporate officer accompanied by evidence of
authority to sign). If a co-partnership, proposal must be executed by a partner.
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
2T July L4,2O2O
PROPOSAL SIGNATURE PAGE
The undersigned bidder hereby proposes and agrees to start construction work on the
Contract, if awarded to him/her, on or before ten (10) calendar days from the date of
the Notice to Proceed, and agrees to complete the Contract within foÊy five (45)
working days after issuance of the City's Notice to Proceed.
The undersigned bidder hereby agrees to submit all insurance documents,
peformance bonds and signed contracts within ten (10) calendar days after City
awards the Contract. The City anticipates issuance of the Notice to Proceed on the day
of the preconstruction meeting.
No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the
day of bid opening.
The required bid security consisting of a bid bond, cashier's check or cash in an
amount equal to 5% of the total amount is hereto attached.
Notice of acceptance of this bid or request for additional information shall be
addressed to the undersigned at the address stated below.
Receipt of Addendum No.'s #L ,
-, -,
to the plans and/or
specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda
may be considered an irregularity in this proposal.
By signing this Proposal Signature Page, the undersigned bidder agrees to accept all
contract forms and documents included within the bid packet and to be bound by all
terms, requirements and representations listed in the bid documents whether set forth
by the City or by the Bidder.
DATE: 7/28/2020 Quigg Bros., Inc.
BIDDER
ure of Authorized Representative
Peter Ewen, Vice-President
(Print Name and Title)
819 West State Street
Address
Aberdeen WA 98520
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
22 July L4,2O20
and
bou
BID BOND FORM
KNOW ALL MEN BYTHESE PRESENTS:
That we,f}rioo Rrnc Inr as Principal,
Travelers Casualty and Surety Company of America as Surety, are held and firmly
nd unto the CITY OF KENT, as Obligee, in the penal Sum of fìvepercent(57o)ofthetotalbidamount
Dollars, for the payment of which the Principal and the Surety bond themselves, their
heirs, executors, administrators, successors and assigns, jointly and severally, by
these presents.
The condition of this obligation is such that if the Obligee shall make any award to the
Principal for Frager Road/Midway Creek Bridge Repair/Project Number: 2O-
3005
According to the terms of the proposal or bid made by the Principal thereof, and the
Principal shall duly make and enter into a contract with the Obligee in accordance with
the terms of said proposal or bid and award and shall give bond for the faithful
performance thereof, with Surety or Sureties approved by the Obligee; or if the
Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal
amount of the deposit specified in'the invitation to bid, then this obligation shall be
null and void; otherwise it shall be and remain in full force and effect and the Surety
shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the
amount of this bond.
SIGNED, SEALED AND DATED THIS DAY OF Tulv 2020.
Bros., Inc.
CIPAL
Surety Company of America
SURETY Hupl Attorney-in-Fact
20
Received return of deposit in the sum of
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
23 July L4,2020
\
^-.
TRAVELERSJ
Travelers Casualty and Surety Company of America
Travelers Casualty and Surety Company
St. Paul Fire and Marine Insurance Company
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St.
Paul Fire and Marine lnsurance Company are corporations duly organized under the laws of the State of Connecticut (herein collect¡vely called the
"Companies"), and that the Companies do hereby make, constitute and appoint REGAN HUPF of SEATTLEWashington , their true and lawful Attorney-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances,
conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guarantee¡ng the
fdelity of persons, guaranteeing the performance of contracts and execut¡ng or guaranteeing bonds and undertakings required or permitted in any
actions or proceedings allowed by law.
lN WTNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this l Tth day of January,
2019.
State of Connecticut
By:
City of Hartford ss.Vice President
On this the lTth day of January, 2019, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President
of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Mar¡ne lnsurance Company, and
that he, as such, being authorized so to do, executed the foregoing instrument for the purposes there¡n contained by signing on behalf of said
Companies by himself as a duly author¡zed officer.
lN WITNESS WHEREOF, I hereunto set my hand and official seal.
My Comm¡ssion expires the 30th day of June, 2021
Anna P. Nowik, Notary Public
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and
Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine lnsurance Company, wh¡ch resolutions are now in full
force and effect, reading as follows:
RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any
Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and
Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign
with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a
bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any t¡me may remove any such appointee and revoke
the power given him or her; and it is
FURTHER RESOLVED, that the Chairman, lhe President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice
President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such
delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is
FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or cond¡tional
undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any
Senior Vice President or any Vice Presidenl, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any
Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if
required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of author¡ty or by one
or more Company officers pursuant to a written delegation of authority; and it is
FURTHER RESOLVED, that the signature of each of the following ofücers: President, any Executive Vice President, any Senior Vice President, any Vice
Pres¡dent, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of
Attorney or to any cerlificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretar¡es or Attorneys-in-Fact for purposes only of
executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing
such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile
signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached.
l, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty'an surety
Company, and St. Paul Fire and Marine lnsurance Company, do hereby certiry that the above and foregoing is a true and correct copy of the Power of
Attorney executed by said Companies, which rema¡ns in full force and effect.
day of
/* I /áry{+_
ú Kevin E. Hughes, Assßtant Secretàry
To verÍfy the authenütcity of thís Power of Altomey, please call us at 7-800-427-388O.
Please refer to the above-named Attomey-in-Fact and the details of lhe bond to whÍch this Power of Attomey ìs attached.
L.
!ürft
t¿ófÀnY.lÇ
PUgllç
*
ffi:srt
Dated th¡s
CITY OF KENT
COMBINED DECLARATION FORM:
NON-COLLUSTON, MTNTMUM WAGE
NON.COLLUSION DECLARATION
l, by signing the proposal, hereby declare, under penalty of perjury under the
laws of the United States that the following statements are true and correct:
That the undersigned person(s), firm, association or corporation has
(have) not, either directly or indirectly, entered into any agreement,
participated in any collusion, or otherwise taken any action in
restraint of free competitive bidding in connection with the project
for which this proposal is submitted.
2. That by signing the signature page of this proposal, I am deemed to
have signed and to have agreed to the provisions of this declaration.
AND
MINIMUM WAGE AFFIDAVIT FORM
I, the undersigned, having duly sworn, deposed, say and certify that in connection
with the performance of the work of this project, I will pay each classification of
laborer, workman, or mechanic employed in the peformance of such work not less
than the prevailing rate of wage or not less than the minimum rate of wage as
specified in the principal contract; that I have read the above and foregoing statement
and ceftificate, know the contents thereof and the substance as set forth therein is
true to my knowledge and belief.
Frager Road/Midway Creek Bridge Repair
Project Number: 2O-3OO5
1
NAME OF PROJECT
Quigg Bros., Inc
NAME OF BIDDER'S FIRM
SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
24 July 14,2O2O
This chanqe order form is for example ourooses onlv. Bv submittino a bid, the
bidder aorees to be bound bv the terms of this chanoe order form for anv
change orders.
CHANGE ORDER NO. [Enter # Lt 2, 3, etc.]
NAME OF CONTRACTOR:[Inseft Companv Namel ("Contractor")
CONTRACT NAME & PROJECT NUMBER:llnseft Name of Oriqinal Contract & Project #, if aBolicablel
ORIGINAL CONTRACT DATE:llnsert Date Original Contract was Sionedl
This Change Order amends the above-referenced contracU all other provisions of the
contract that are not inconsistent with this Change Order shall remain in effect. For valuable
consideration and by mutual consent of the pafties, the project contract is modified as follows:
I' Section 1 of the Contract is hereby modifíed to revise existing work as follows:
In addition to work required under the original Agreement and any
prior Amendments, Contractor shall provide all labor, materials, and
equipment necessary to:
flnsert detailed description of additional materials, services, etc., that
are needed which necessitate this change order - Be as detailed as
possible. You may also refer to an attached exhÍbit, but clearly
identify the exhibit by title and datel
2. The contract amount and time for pedormance provisions of Section 1 of the
Contract are also modified as follows:
Original Contract Sum,
(including applicable alternates and
WSST)
$
Net Change by Previous Change Orders
(incl. applÌcable WSST)
$
Current Contract Amount
(incl. Previous Change Orders)
$
Current Change Order $
Applicable WSST Tax on this Change
Order
$
Revised Contract Sum $
Midway Creek Bridge Repaír/Madfai
Project Number: 20-3005
25 July L4,2020
Oríginal Time for Completion
(insert date)
Revised Time for Completion under
prior Change Orders
(insert date)
Days Required (*) for this Change
Order
working days
Revised Time for Completion
(insert date)
In accordance with Sections L-O4.4 and 1-04,5 of the Kent Special Provisions and
WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all
requirements of this Change Order by signing below. Also, pursuant to the above-referenced
contract, Contractor agrees to waive any protest it may have regarding this Change Order and
acknowledges and accepts that this Change Order constitutes final settlement of all claims of
any kind or nature arising from or connected with any work either covered or affected by this
Change Order, including, without limitation, claims related to contract time, contract
acceleration, onsite or home office overhead, or lost profits. This Change Order, unless
otherwise provided, does not relieve the Contractor from strÍct compliance with the guarantee
and warranty provisions of the original contract, particularly those pertaining to substantial
completion date.
All acts consistent with the authority of the Agreement, previous Change Orders (if any),
and this Change Order, prior to the effective date of this Change Order, are hereby ratified and
affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change
Order shall be deemed to have applied.
The parties whose names appear below swear under penalty of perjury that they are
authorized to enter into this contract modification, which is binding on the parties of this
contract.
3. The Contractor will adjust the amount of its performance bond (if any) for this
project to be consistent with the revised contract sum shown in section 2, above.
IN WITNESS, the parties below have executed this Agreement, which will
become effective on the last date written below.
CONTRACTOR:
By
(signature)
Print Name
(title)
DATE:
CITY OF KENT:
By
(signature)
Print Name:Timothv J.Pofte, P.E.Its Public Works Director
(tiue)
DATE:
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Depaftment
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
26 July 14,2020
BIDDER'S CHECKLIST
The following checklist is a guideline to help the Contractor make sure all forms are
complete. The bidder's attention is especially called to the following forms. Failure to
execute these forms as required may result in rejection of any bid. Bidder's
Package should include the following:
Bid Document Cover Sheet filled out with Bidder's Name ......{
Order of Contents........... ¡.rrr¡¡¡¡r¡¡,. ....,.........{
Invitation to Bid .......,,....d
Date r.r¡r..r¡!rr¡¡
Have/have not participated acknowledgment.........
Signature and address !¡¡¡¡¡¡r¡¡r¡¡.
Declaration - City of Kent Equal Employment Opportunity policy
Date and signature ...,..
Administrative Policy
Proposal ¡rr¡,r.rr..¡.r r¡.r¡¡¡rr,¡...
First line of proposal - filled in ..........
Unit prices are correct
Subcontractor List (contracts over $lM - HVAC, ptumbing, & Etectricat),...........
Subcontractors listed properly.¡¡¡¡¡,rr¡¡r... ,¡.¡¡¡¡¡¡,¡¡¡!
Signature .......,.., ¡.r¡¡..¡¡¡¡¡r¡
Subcontractor List (contracts over $lM - Structurat Steel & Rebar Installation)..
Subcontractors listed properly.
Date and signature ,.....
Contractor's Qualification Statement,,..,,......
Complete and notartzed ,¡¡r¡¡¡.¡r!¡¡¡
Statement that Bidder Has Not Been Disqualified
Certification of Compliance with Wage Payment Statutes
Proposal Signature Page,,¡rr¡.r¡¡¡¡¡r
All Addenda acknowledged
Date, signature and address ........
Bid Bond Form .¡¡¡¡¡,¡¡rr¡¡.
Signature, sealed and dated
Power of Attorney..........
(Amount of bid bond shall equal 5o/o oî the total bid amount)
Combined Declaration Form
Signature ..,.......,
Change Order Form (Example)............
Bidder's Checklist
údd
ú
ú
ú
úd
úl"'
úd
ú
úddd
ú
Ê
ú
ú
ú
V
ú
d
V,.q,
d
The following forms are to be executed afterthe Contract is awarded:A) CONTRACT
This agreement is to be executed by the successful bidder.B) PAYMENTAND PERFORMANCE BOND
To be executed by the successful bidder and its surety company.
The following form is to be executed afterthe Contract is completed:A) CITY OF KENT EOUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT
To be executed by the successful bidder AFTER COMPLETION of this contract.
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
27 July 14,2O2O
Bond *t0725r622
KENT
PAYMENT AND PERFORMANCE BOND
TO CITY OF KENT
W^tEt{o¡oil
KNOW ALL MEN BY THESE PRESENTS
That we, the undersigned,Quiss Bros., Inc.
as Principal, and Travelers Casualtv and SureW Companv of America
a Corporation organized and existing under the laws of the State of Washington, as a
Surety Corporation, and qualified under the laws of the State of Washington to
become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are
*glnily.rgn$,.?.çy""ffiåty held and firmly bound to the CITY OF KENT in the penal sum of
,Ss¡g"rt¡¡¡"rybg.38293+_, together with any aQjustments, up or down, in the total contract
price because of changes in the contract work, for the payment of which sum on
demand we bind ourselves and our successors, heirs, administrators or personal
representatives, as the case may be.
This obligation is entered into in pursuance of the statutes of the State of
Washington, and the Codes and Ordinances of the CITY OF KENT.
Nevertheless, the conditions of the above obligation are such that:
WHEREAS, under and pursuant to a motion, duly made, seconded and passed
by the City Council of the City of Kent, King County, Washington, the Mayor of the
City of Kent has let or is about to let to the above bounden Principal, a certain
contract, the said contract providing for construction of Frager Road,/Midway Creek
Bridge Repair./Project Number: 2O-3OO5 (which contract is referred to herein and
is made a part hereof as though attached hereto), and
WHEREAS, the Principal has accepted, or is about to accept, the contract, and
undertake to perform the work therein provided for in the manner and within the time
set forth:
NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully
perform all the provisions of said contract in the manner and w¡thin the time herein
set forth, or within such extensions of time as may be granted under the said
contract, and shall pay all laborers, mechanics, subcontractors and material men, and
all persons who shall supply the Principal or subcontractors with provisions and
supplies for the carrying on of said work and shall indemnify and hold the CITY OF
KENT harmless from any damage or expense by reason of failure of performance as
specified in said contract or from defects appearing or developing in the material or
workmanship provided or performed under said contract, then and in that event this
obligation shall be void; but otherwise it shall be and remain in full force and effect.
lN WITNESS WHEREOF, the above bounden parties have executed this
instrument under their separate seals, The name and corporate seal (if required by
law) of each corporate party is hereto affixed and duly signed by its undersigned
representatives pursuant to authority of its governing body.
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
28 July 27, 2O2O
^-.TRAVELERSJ
Travelers Casualty and Surety Company of America
Travelers Casualty and Surety Company
St. Paul Fire and Marine Insurance Company
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and Sl.
Paul Fire and Marine lnsurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the
"Companies"), and that the Companies do hereby make, constitute and appoint Kyaw Swar of SeattleWashíngton , their true and lawful Attorney-¡n-Fact to s¡gn, execute, seal and acknowledge any and all bonds, recognizances,
cond¡t¡onal undertakings and other writ¡ngs obligatory in the nature thereof on behalf of the Companies in their bus¡ness of guaranteeing the
fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings requ¡red or permitted in any
actions or proceedings allowed by law.
lN WITNESS WHEREOF, the Companies have caused th¡s instrument to be signed, and their corporate seals to be hereto affixed, this 3rd day of February,
2017.
State of Connecticut
Cig of Hartford ss.L. Raney,Vice
On this the 3rd day of February, 2017 , beÍore me personally appeared Robert L. Raney, who acknovvledged himself to be the Senior Vice President of
Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine lnsurance Company, and
that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations
by himself as a duly authorized offìcer.
ln Witness Whereof, I hereunto set my hand and off¡cial seal.
My Comm¡ssion expires the 30th day ot June,2021
Notary Public
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and
Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine lnsurance Company, which resolutions are now in
full force and effect, reading as follows:
RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice Pres¡dent, any Vice President, any
Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attomeys-in-Fact and
Agents to act for and on behalf of the Company and may give such appo¡ntee such authority as his or her certificate of authority may prescribe to sign with
the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a
bond, recognizance, or conditional undertaking, and any of said officers or the Board of D¡rectors at any time may remove any such appointee and revoke
the power given h¡m or her; and it is
FURTHER RESOLVED, that the Chairman, the President, any V¡ce Chairman, any Executive Vice President, any Senior Vice President or any Vice
President may delegate all or any part of the forego¡ng authority to one or more officers or employees of this Company, provided that each such delegation
is in writing and a copy thereof is filed in the offìce of the Secretary; and it is
FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obl¡gatory in the nature of a bond, recogn¡zance, or conditional
undertaking shall be valid and binding upon the Company when (a) signed by the President, any V¡ce Chairman, any Executive Vice President, any Senior
Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant
Secretary and duly attested and sealed w¡th the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by
one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certif¡cates of authority or by one or more
Company officers pursuant lo a written delegation of authority; and it is
FURTHER RESOLVED, that the s¡gnature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice
Pres¡dent, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be afiìxed by facsimile to any Power
of Attorney or to any certificate relating thereto appoint¡ng Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only
of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Pou,er of Attorney or certif¡cate bearing
such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certifìed by such facsimile
signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached.
l, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety
Company, and St. Paul Fire and Marine lnsurance Company, do hereby certiry that the above and foregoing is a true and correct copy of the Por¡ær of
Attorney executed by said Companies, wiich remains in full force and effect.
Dated this 8th day of August ,2020
Kev¡n E. Hughes,Secretary
To verify tlte authenticity of this Power of Attonrey, please call us at 7-8OO-427-388O.
Please refer to üte above-named Altomey-in-Fact and the details of the bond to which the power is altached.
By:
@ q^^¿C t¡lñta^LL*
XAfrÏTOND,
co}{t¿
iarû:nr
aFmllIT
Bond#107251622
TWO WITNESSES
DATE I Ò
Quise Bros., Inc.
PRINCIPAL (enter principal's name above)
BY
TITLE
ep
Vr.c rôEÀ/1-
Reqan Hupf, Attorney-in-Fact
PRINT NAME
DATE August 7,2020
CORPORATE SEAL:
authority of its governing body
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
DATE:
CORPORATE SEAL
Travelers Casualty and Surety Company of America
SURETY
BY
DATE:Ausust 7th,2020
ÏITLE w Swar A
ADDRESS: 1325 Fourth Ave, Ste 2100
Seattle, WA 98101
2.Ò
CERTIFICATE AS TO CORPORATE SEAL
I hereby certify that I am the (As-sþtant) $ecretary of the Corporation named as
Principal in the within Bond; that lnâk1ú/ e/z'?á>
Who signed the said bond on behalf of the Principal Qûa+oq (a-S.,luc.
of the said Corporation; that I know his signature thereto is genuine, anO that said
Bond was duly signed, sealed, and attested for and in behalf of said Corporation by
S SECRET
29 July 27, 2O2o
CONTRACT
THIS AGREEMENT, is entered into
municipal corporation ("City"), and
organized und the laws of the S of
business at
CITY OF KENT, a Washi ngton
, located and doing
("Contractor").
1
WITNESS
ln consideration of the terms and conditions contained in this Agreement and in
the project documents, plans, and specifications all of which are a part of this
Agreement, the parties agree as follows:
The Contractor shall do all work and furnish all tools, materials, and equipment
for: Frager Road,/Midway Greek Bridge Repair,/Project Number:
2O-3OO5 in accordance with and as described in the Contract and shall perform
any alterations in or additions to the work provided under the Contract and
every part thereof. The Contract shall include all project specifications,
provisions, and plans; the City's general and special conditions; the 2O2O
Standard Specifications for Road, Bridge, and Municipal Construction, as
prepared by the Washington State Department of Transportation and the
Washington State Chapter of the American Public Works Association, including
all published amendments issued by those organizations, if applicable
("Standard Specifications"); the City's bid documents; and the Contractor's
response to the City's bid. The Contractor is responsible to obtain copies of the
2O2O WSDOT Standard Specifications including the latest amendments issued
by WSDOT as of the date of bid opening. Unless otherwise directed by the City,
work shall start within ten (10) days after the City issues its Notice to Proceed
and work shall be physically completed within forty five (aS) working days.
The term of this Contract shall continue until all work has been completed, Final
Acceptance has occurred, and all Contractor obligations have been fulfilled,
The Contractor shall provide and bear all expense of all equipment, work, and
labor of any sort whatsoever that may be required for the transfer of materials
and for constructing and completing all the work provided for in the Contract,
except where the specifications allocate that responsibility to the City, The total
contract amount for all Work performed under this Contract, including
Washington State Sales Tax, is $_
2 The City hereby promises and agrees with the Contractor to employ, and does
employ, the Contractor to provide the materials and to do and cause to be done
the above described work and to complete and finish the same according to the
Contract and the terms and conditions herein contained and hereby contracts to
pay for the same according to the Contract and the schedule of unit or itemized
prices provided by Contractor in its response to the City's bid, at the time and
in the manner and upon the conditions provided for in the Contract.
The Contractor for itself, and for its heirs, executors, administrators,
successors, and assigns, does hereby agree to the full performance of all
covenants herein contained upon the part of the Contractor.
Midway Creek Bridge Repair/Madfai
Project Number: 20-3OO5
3
30 July 27, 2O2O
387,934.00
4
5
6
7
8
It is further provided that no liability shall attach to the City by reason of
entering into this contract, except as expressly provided herein.
Contractor shall defend, indemnify, and hold the City, its officers, officials,
employees, agents, volunteers and assigns harmless from any and all claims,
ir!uries, damages, losses or suits, including all legal costs and attorney fees,
arising out of or in connection with the performance of this contract, except for
it1juries and damages caused by the sole negligence of the City.
The City's inspection or acceptance of any of Contractor's work when completed
shall not be grounds to avoid any of these covenants of indemnification.
Should a court of competentjurisdiction determine that this contract is subject
to RCW 4.24.115, then, in the event of liability for damages arising out of bodily
iryury to persons or damages to property caused by or resulting from the
concurrent negligence of the Contractor and the City, its officers, officials,
employees, agents and volunteers, the Contractor's liability hereunder shall be
only to the extent of the Contractor's negligence.
IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE
INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S
WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW,
SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES
FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS
WAIVER.
The provisions of this section shall survive the expiration or termination of this
contract.
Contractor agrees, upon the City's written demand, to make all books and
records available to the City for inspection, review, photocopying, and audit in
the event of a contract related dispute, claim, modification, or other contract
related action at reasonable times (not to exceed three (3) business days) and
at places designated by the Clty,
The Contractor shall procure and maintain, during the term of construction and
throughout the specified term of maintenance, insurance of the types and in the
amounts described in Exhibit A attached and incorporated by this reference.
Contractor is responsible for locating any underground utilities affected by the
work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as
amended. Contractor shall be responsible for compliance with RCW Ch. 19.122,
including utilization of the "one call" locator service before commencing any
excavation activities.
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
31 July 27, 2O2O
CITY OF KENT
BY
DANA RALPH, MAYOR
DAÏE:
ATTEST
KIMBERLEY A. KOMOTO, CITY CLERK
APPROVED AS TO FORM
KENT LAW DEPARTMENT
CONTRACTOR
BY:
PRI
TIT
NT NAME
DATE /0
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
LE:
32 July 27, 2O2O
08/18/2020
EXHIBIT A
I NSURANCE REQU I REMENTS FOR
CONSTRUGTION PROJEGTS
lnsurance
The Contractor shall procure and maintain for the duration of the Agreement,
insurance against claims for i{uries to persons or damage to property which may
arise from or in connection with the performance of the work hereunder by the
Contractor, their agents, representatives, employees or subcontractors.
A. Minimum Scope of I nsurance
Contractor shall obtain insurance of the types described below:
1. Gommercial General Liability insurance shall be written on ISO
occurrence form CG OO 01 or its equivalent, with minimum limits of
$3,OOO,OOO per occurrence and in the aggregate for each 1 year policy
period. This coverage may be any combination of primary, umbrella or
excess liability coverage affording total liability limits of not less than
$3,OOO,OOO per occurrence and in the aggregate. Products and Completed
Operations coverage shall be provided for a period of 3 years following
Substantial Completion of the work. The Commercial General Liability
insurance shall be endorsed to provide the Aggregate per Project
Endorsement ISO form CG 25 03 11 85. The City shall be named as an
Additional Insured under the Gontactor's Gommercial General
Liability insurance policy with respect to the work performed for the
Gity. All endorsements adding Additional Insureds shall be issued on
form CG 2(} 1O 1f 85 or a form deemed equivalent, providing the
Additional lnsureds with all policies and endorsements set forth in
this section.
2. Automobile Liability insurance covering all owned, non-owned, hired and
leased vehicles. Coverage shall be written on lnsurance Services Office
(lSO) form CA OO 01 or a substitute form providing equivalent liability
coverage, lf necessary, the policy shall be endorsed to provide contractual
liability coverage.
3. Workers'Gompensation coverage as required by the lndustrial lnsurance
laws of the State of Washington.
B. Minimum Amounts of lnsurance
Contractor shall maintain the following insurance limits:
1. Commercial General Liability insurance shall be written with minimum
limits of $3,OOO,OOO per occurrence and in the aggregate for each 1 year
policy period. This coverage may be any combination of primary, umbrella or
excess liability coverage affording total liability limits of not less than
$3,OOO,OOO per occurrence and in the aggregate. Products and Completed
Operations coverage shall be provided for a period of 3 years following
Substantial Completion of the work.
Midway Creek Bridge Repair/Madfai
Project Number: 20-3005
33 July 27, 2O2O
EXHIBIT A (Gontinued)
2. Automobile Liability insurance wi
bodily iryury and property damage
minimum combined single limit for
1,OOO,OOO per accident.
tha
of$
C. Other I nsurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following
provisions for Automobile Liability and Commercial General Liability:
1. The Contractor's insurance coverage shall be primary insurance as respect
the City. Any insurance, self-insurance, or insurance pool coverage
maintained by the City shall be excess of the Contractor's insurance and
shall not contribute with it.
2. The Contractor's insurance shall be endorsed to state that coveraqe shall not
be cancelled by either party, except after thirty (30) days prior wiitten
notice by certified mail, return receipt requested, has been given to the City.
3. The City of Kent shall be named as an additional insured on all policies
(except Professional Liability) as respects work performed by or on behalf of
the contractor and a copy of the endorsement naming the City as additional
insured shall be attached to the Certificate of lnsurance. The City reserves
the right to receive a certified copy of all required insurance policies. The
Contractor's Commercial General Liability insurance shall also contain a
clause stating that coverage shall apply separately to each insured against
whom claim is made or suit is brought, except with respects to the limits of
the insurer's liability.
D. Contractor's lnsurance for Other Losses
The Contractor shall assume full responsibility for all loss or damage from any cause
whatsoever to any tools, Contractor's employee owned tools, machinery, equipment,
or motor vehicles owned or rented by the Contractor, or the Contractor's agents,
suppliers or contractors as well as to any temporary structures, scaffolding and
protective fences.
E. Waiver of Subrogation
The Contractor and the City waive all rights against each other any of their
Subcontractors, Sub-subcontractors, agents and employees, each of the other, for
damages caused by fire or other perils to the extend covered by Builders Risk
insurance or other property insurance obtained pursuant to the lnsurance
Requirements Section of this Contract or other property insurance applicable to the
work. The policies shall provide such waivers by endorsement or otherwise.
Midway Creek Bridge Repair/Madfai
Project Number: 2O-3O05
34 July 21 , 2O2O
EXHIBIT A (Gontinued)
F. Acceptability of lnsurers
lnsurance is to be placed with insurers with a current A.M. Best rating of not less than
A:Vll.
G. Verificat¡on of Coverage
Contractor shall furnish the City with original certificates and a copy of the
amendatory endorsements, including but not necessarily limited to the additional
insured'endorsement, evldencing the Automobile Liability and Commercial General
Liability insurance of the Contractor before commencement of the work.
H. Subcontractors
Contractor shall include all subcontractors as insureds under its policies or shall
furnish separate certificates and endorsements for each subcontractor. All coverages
for subcontractors shall be subject to all of the same insurance requirements as stated
herein for the Contractor.
Midway Creek Bridge Repair/Madfai
Pro-ject Number: 20-3005
35 July 27, 2O2O
CERTIFICATE OF LIABILITY I NSURANCE DATE (MM/DD/YYYY)
08/07 /2020
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POL]CIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTTTUTE A CONTRACT BETWEEN THE tSSUtNc !NSURER(S), AUTHORTZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
holder is an ADDITIONAL INSURED, the must provisions or be endorsed.
lf SUBROGATION lS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on
this certificate does not confer to the certiflcate holder ln lieu of such
PRODUCÊR 1-206-343-2323 Maria MoeEÀacursdParÈners of, ÍIashíngton, LLC
ÀsÉuredParËr¡êrs of li¡aEh. InE. Àgency, tLC CA Lic 0K61066
1325 FourÈh Àvenue, Suíte 2100
206-343-2323
maria . com
AFFORDING COVERAGE
SeatEIe, lÍÀ 98101 ¡NSURERA: CIIARTER OAK FIRE INS CO 25615
INSURED
Quigg BroE., Inc.
P.O. Box 1707
Àberdêon , WÀ 98520
TNSURER B: TF.ÀVELERS II{D CO OF CT 25682
¡NSURER6: TR¡IVELERS PROP CAS CO Of Ä¡dER 2567 4
INSURER D:
INSURER E:
INSURER F r
CERTIFICATE NUMBER: see84e16 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
INSRITÞ TYPE OF INSURANCE tNcn POLICY NUIIBFR LIMITS
EACH OCCURRENCE $ 1.000,000
UAMAUts IUKTNITU
PRFMIStrS ¿Fâ ô¡â'rên¡þ\$ 300,000
MED EXP lAnv one Deßonì $ s,000
PERSONAL & ADV INJURY $ 1,000,000
GENERAL AGGREGATE 9 2,000,000
PRODUCTS - COMP/OP AGG $ 2,000,000
À COMMERCIAL GENERAL LIABILITY
DeductibLe $2,500 PD
:(
WA Stop Gap
x
POLICY PRO-JECT I I
x
x
CLAIMS-MADE OCCUR
LIMIl APPLIES PER:
LOC
x x DTCOs2 6D910LCOF19 L2/3L/L9 t2/3L/20
$
$ 1,000,000
BODILY INJURY (P€r person)$
BODILY INJURY {Per acc¡dent)$
$
B AUTOMOBILE LIABILITY
ANY AUTO
OWNED
AUTOS ONLY
HIRED
AUTOS ONLY
SCHEDULED
AUTOS
NON.OWNED
AUTOS ONLY
coLL $1000xConp $1000 x
x
x x 8101r.6208481926c L2/31/L9 L2/3A/20
$
x x EACH OCCURRENCE $ 10,000,000
x
UMBRELLA LIAB
ÉXGESS LIAB
OCCUR
CLAIMS.MADE AGGREGATE s 10,000,000
c
DED RFTFNTION S
x x cuP2N2586841926 a2/3L/Ls L2/3X-/20
s
HtsK
STATUTE
UIFI-
ER
Ê.1, EACH ACCIDENT $
E.L, DISEASE - EA EMPLOYEE $
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
ANYPROPRIETORYPARlNER/EXECUTIVE
OFFICER/MEMBER EXCLTJDED?
(ltåndatory ¡n NH)
lf yes, descibe under
DESCRIPTION OF OPERATIONS bêlôw
Y'N
N/A
E.L. DISEASE - POLICY LIMIT ù
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORO 101, Add¡t¡onal Remarks Schedule, may bê attach6d ¡f morc space lE required)
Rê: Frager Road/Mídway Creek Brídge Repair - Project Nuniber: 20-3005
The foLlowing are addltional insured aø requíred by written cont,rac!:
CiÈy of K€nt (Project Ownêr); and any others ae required by wrítten contrac!.
Thie insurance ie prirnary and non-contributory with waiver of subrogation ag requLred by writt€n cor¡ÈracÈ.
CERTI
ACORD 25 (2016/03)
colinmeding
5 9 984 916
CANCELLATION
@ 1988-2015ACORD CORPORATION. All rights reserved
The ACORD name and logo are registered marks of ACORD
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE €'(PIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACGORDANCE WITH THE POLICY PROVISIONS.
220 4t}¡ Av€. South
Kent, WÀ 98032
I
CíÈy of Kent
usA }"*n-*,þ-"o
AI.ITHORIZED REPRESENTATIVE
Policy #: DTCO526D9 I01COF19 COMMERCIAL AUTO
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BUSINESS AUTO EXTENSION ENDORSEMENT
This endorsement modifies insurance provided under the following
BUSINESS AUTO COVERAGE FORM
GENERAL DESCRIPTION OF COVERAGE -This endorsement broadens coverage. However, coverage for any
injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or
limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to
the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover-
age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en-
dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered.
A. BROAD FORM NAMED INSURED H. HIRED AUTO PHYSICAL DAMAGE - LOSS OF
B. BLANKET ADDITIONAL INSURED USE - INCREASED LIMIT
c. EMPLOYEE HIRED AUTO t. pHystcAl DAMAGE - TRANSPORTATTON
EXPENSES - INCREASED LIMIT
D. EMPLOYEESASINSURED J. pERSONALpROpERTy
E. SUPPLEMENTARY PAYMENTS - INCREASED K. ATRBAGSLlMlrs L. NoncE AND KNowLEDGE oF AccTDENT oRF. HIRED AUTO - LIMITED WORLDWDE COV. LOSS
ERAGE - INDEMNITY BASIS M. BLANKET WATVER OF SUBROGATTON
G. WAIVER OF DEDUCTIBLE - GLASS N. UNTNTENTTONAL ERRORS OR OM¡SS¡ONS
PROVISIONS
A. BROAD FORM NAMED INSURED
The following is added to Paragraph A.1., Who ls
An lnsured, of SECTION ll-COVERED AUTOS
LIABILITY COVERAGE:
Any organization you newly acquire or form dur-
ing the policy period over which you maintain
50% or more ownership interest and that is not
separately insured for Business Auto Coverage.
Coverage under this provision is afforded only un-
til the 180th day after you acquire or form the or-
ganization or the end of the policy period, which-
ever is earlier.
B. BLANKET ADDITIONAL INSURED
The following is added to Paragraph c. in A.1.,
Who ls An lnsured, of SEGTION ll - COVERED
AUTOS LIABILITY COVERAGE:
Any person or organization who is required under
a written contract or agreement between you and
that person or organization, that is signed and
executed by you before the "bodily injury" or
"property damage" occurs and that is in effect
during the policy period, to be named as an addi-
tional insured is an "insured" for Covered Autos
Liability Coverage, but only for damages to which
this insurance applies and only to the extent that
person or organization qualifies as an "insured"
under the Who ls An lnsured provision contained
in Section ll.
C. EMPLOYEE HIRED AUTO
1. The following is added to Paragraph 4.1.,
Who ls An lnsured, of SECTION ll - COV-
ERED AUTOS LIABILITY GOVERAGE:
An "employee" of yours is an "insured" while
operating an "auto" hired or rented under a
contract or agreement in an "employee's"
name, with your permission, while performing
duties related to the conduct of your busi-
ness.
2. The following replaces Paragraph b. in 8.5.,
Other Insurance, of SECTION lV - BUSI-
NESS AUTO GONDITIONS:
b. For Hired Auto Physical Damage Cover-
age, the following are deemed to be cov-
ered "autos" you own:
(1) Any covered "auto" you lease, hire,
rent or borrow; and
(2) Any covered "auto" hired or rented by
your "employee" under a contract in
an "employee's" name, with your
@ 2015 The Travelers lndemnity Company. All r¡ghts reserved.
lncludes copyrighted material of lnsurance Services Office, lnc. with its permission.
cA T3 53 02 l5 Page 't of 4
COMMERCIAL AUTO
permission, while performing duties
related to the conduct of your busi-
NESS.
However, any "auto" that is leased, hired,
rented or borrowed with a driver is not a
covered "auto".
D. EMPLOYEES AS INSURED
The following is added to Paragraph 4.1., Who ls
An lnsured, of SEGTION ll -COVERED AUTOS
LIABILITY GOVERAGE:
Any "employee" of yours is an "insured" while us-
ing a covered "auto" you don't own, hire or borrow
in your business or your personal affairs.
E. SUPPLEMENTARY PAYMENTS - INCREASED
LIMITS
1. The following replaces Paragraph A,.2.a.(21,
of SEGTION ll - COVERED AUTOS LIABIL-
ITY GOVERAGE:
(2) Up to $3,000 for cost of bail bonds (in-
cluding bonds for related traffic law viola-
tions) required because of an "accident"
we cover. We do not have to furnish
these bonds.
2. The following replaces Paragraph 4.2.a.(a),
of SEGTION ll- COVERED AUTOS LIABIL-
ITY COVERAGE:
(4) All reasonable expenses incurred by the
"insured" at our request, including actual
loss of earnings up to $500 a day be-
cause of time off from work.
F. HIRED AUTO - LIMITED WORLDWIDE COV.
ERAGE *INDEMNITY BASIS
The following replaces Subparagraph (5) in Para-
graph 8.7., Policy Period, Coverage Territory,
of SEGTION lV - BUSINESS AUTO CONDI-
TIONS:
(5) Anywhere in the world, except any country or
jurisdiction while any trade sanction, em-
bargo, or similar regulation imposed by the
United States of America applies to and pro-
hibits the transaction of business with or
within such country or jurisdiction, for Cov-
ered Autos Liability Coverage for any covered
"auto" that you lease, hire, rent or borrow
without a driver for a period of 30 days or less
and that is not an "auto" you lease, hire, rent
or borrow from any of your "employees",
partners (if you are a partnership), members
(if you are a limited liability company) or
members of their households.
(a) With respect to any claim made or "suit"
brought outside the United States of
America, the territories and possessions
of the United States of America, Puerto
Rico and Canada:
(i) You must arrange to defend the "in-
sured" against, and investigate or set-
tle any such claim or "suit" and keep
us advised of all proceedings and ac-
tions.
(ii) Neither you nor any other involved
"insured" will make any settlement
without our consent.
(iii) We may, at our discretion, participate
in defending the "insured" against, or
in the settlement of, any claim or
"suit".
(iv) We will reimburse the "insured" for
sums that the "insured" legally must
pay as damages because of "bodily
injury" or "property damage" to which
this insurance applies, that the "in-
sured" pays with our consent, but
only up to the limit described in Para-
graph C., Limits Of lnsurance, of
SECTION II - COVERED AUTOS
LIABILITY COVERAGE.
(v) We will reimburse the "insured" for
the reasonable expenses incurred
with our consent for your investiga-
tion of such claims and your defense
of the "insured" against any such
"suit", but only up to and included
within the limit described in Para-
graph C., Limits Of lnsurance, of
SECTION II - COVERED AUTOS
LIABILITY COVERAGE, and not in
addition to such limit. Our duty to
make such payments ends when we
have used up the applicable limit of
insurance in payments for damages,
settlements or defense expenses.
(b) This insurance is excess over any valid
and collectible other insurance available
to the "insured" whether primary, excess,
contingent or on any other basis.
(c) This insurance is not a substitute for re-
quired or compulsory insurance in any
country outside the United States, its ter-
ritories and possessions, Puerto Rico and
Canada.
@ 2015 The Travelers lndemnity Company. All rights reserved.
lncludes copyrighted material of lnsurance Services Office, lnc. with its perm¡ssion.
Page 2 of 4 cA T3 53 02 15
You agree to maintain all required or
compulsory insurance in any such coun-
try up to the minimum limits required by
local law. Your failure to comply with
compulsory insurance requirements will
not invalidate the coverage afforded by
this policy, but we will only be liable to the
same extent we would have been liable
had you complied with the compulsory in-
surance requirements.
(d) lt is understood that we are not an admit-
ted or authorized insurer outside the
United States of America, its territories
and possessions, Puerto Rico and Can-
ada. We assume no responsibility for the
furnishing of certificates of ínsurance, or
for compliance in any way with the laws
of other countries relating to insurance.
G. WAIVER OF DEDUCTIBLE -GLASS
The following is added to Paragraph D., Deducti-
ble, of SECTION ll¡ - PHYSICAL DAMAGE
GOVERAGE:
No deductible for a covered "auto" will apply to
glass damage if the glass is repaired rather than
replaced.
H. HIRED AUTO PHYSICAL DAMAGE - LOSS OF
USE - INCREASED LIMIT
The following replaces the last sentence of Para-
graph 4.4.b., Loss Of Use Expenses, of SEG-
TION III- PHYSICAL DAMAGE GOVERAGE:
However, the most we will pay for any expenses
for loss of use is $65 per day, to a maximum of
$750 for any one "accident".
I. PHYSICAL DAMAGE - TRANSPORTATION
EXPENSES - INCREASED LIMIT
The following replaces the first sentence in Para-
graph 4.4.a., Transportation Expenses, of
SECTION III - PHYSICAL DAMAGE COVER.
AGE:
We will pay up to $50 per day to a maximum of
$1,500 for temporary transportation expense in-
curred by you because of the total theft of a cov-
ered "auto" of the private passenger type.
J. PERSONALPROPERW
The following is added to Paragraph A.4., Cover-
age Extensions, of SECTION lll - PHYSICAL
DAMAGE COVERAGE:
Personal Property
We will pay up to $400 for "loss" to wearing ap-
parel and other personal property which is:
(l) Owned by an "insured"; and
COMMERCIAL AUTO
(2) ln or on your covered "auto".
This coverage applies only in the event of a total
theft of your covered "auto".
No deductibles apply to this Personal Property
coverage.
K. AIRBAGS
The following is added to Paragraph 8.3., Exclu-
sions, of SECTION lll - PHYSICAL DAMAGE
COVERAGE:
Exclusion 3.a, does not apply to "loss" to one or
more airbags in a covered "auto" you own that in-
flate due to a cause other than a cause of "loss"
set forth in Paragraphs 4.1.b. and A,1.c., but
only:
a. lf that "auto" is a covered "auto" for Compre-
hensive Coverage under this policy;
b, The airbags are not covered under any war-
ranty; and
c. The airbags were not intentionally inflated.
We will pay up to a maximum of $1,000 for any
one "loss".
L. NOTICE AND KNOWLEDGE OF ACCIDENT OR
LOSS
The following is added to Paragraph A.2.a., of
SECTION IV - BUSINESS AUTO GONDITIONS:
Your duty to give us or our authorized representa-
tive prompt notice of the "accident" or "loss" ap-
plies only when the "accident" or "loss" is known
to:
(a) You (if you are an individual);
(b) A partner (if you are a partnership);
(c) A member (if you are a limited liability com-
pany);
(d) An executive officer, director or insurance
manager (if you are a corporation or other or-
ganization);or
(e) Any "employee" authorized by you to give no-
tice of the "accident" or "loss".
M. BLANKET WAIVER OF SUBROGATION
The following replaces Paragraph 4.5., Transfer
Of Rights Of Recovery Against Others To Us,
of SEGTION lV - BUSINESS AUTO CONDI.
TIONS:
5. Transfer Of Rights Of Recovery Against
Others To Us
We waive any right of recovery we may have
against any person or organization to the ex-
tent required of you by a written contract
signed and executed prior to any "accident"
or "loss", provided that the "accident" or "loss"
arises out of operations contemplated by
@ 2015 The Travelers lndemnity Company. All rights reserved.
lncludes copyrighted material of lnsurance Services Office, lnc. with its permission
cA T3 53 02 15 Page 3 of 4
COMMERCIAL AUTO
such contract. ïhe waiver applies only to the
person or organization designated in such
contract.
N. UN¡NTENTIONAL ERRORS OR OMISSIONS
The following is added to Paragraph 8.2., Gon-
cealment, Misrepresentation, Or Fraud, of
SECTION IV. BUSINESS AUTO GONDITIONS:
The unintentional omission of, or unintentional
error in, any information given by you shall not
prejudice your rights under this insurance. How-
ever this provision does not affect our right to col-
lect additional premium or exercise our right of
cancellation or non-renewal.
@ 2015 The Travelers lndemnity Company. All rights reserved.
lncludes copyrighted material of lnsurance Services Office, lnc. w¡th its permission.
Page 4 of 4 cA T3 53 02 15
COMMERCIAL GEN ERAL LIABI LITY
Policy Number: DTCO526D9101 COFl 9
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BLANKET ADDITIONAL INSURED
(lncludes Products-Completed Operatlons lf Requlred By Contract)
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABIL¡TY COVERAGE PART
PROVISIONS
The following is added to SECTION ll - WHO lS AN
INSURED:
Any person or organization that you agree in a
written contract or agreement to include as an
additional insured on this Coverage Part is an
insured, but only:
a. With respect to liability for "bodily injury" or
"property damage" that occurs, or for "personal
injury" caused by an offense that is committed,
subsequent to the signing of that contract or
agreement and while that part of the contract or
agreement is in effect; and
b. lf, and only to the extent 1¡¿1, such injury or
damage is caused by acts or omissions of you or
your subcontractor in the performance of "your
worK' to which the written contract or agreement
applies. Such person or organization does not
qualify as an additional insured with respect to
the independent acts or omissions of such
person or organization.
The insurance provided to such additional insured is
subject to the following provisions:
e. lf the Limits of lnsurance of this Coverage Part
shown in the Declarations exceed the minimumlimits required by the written contract or
agreement, the insurance provided to the
additional insured will be limited to such
minimum required limits. For the purposes of
determining whether this limitation applies, the
minimum limits required by the written contract or
agreement will be considered to include the
minimum limits of any Umbrella or Excess
liability coverage required for the additional
insured by that written contract or agreement,
This provision will not increase the limits ol
insurance described in Section lll - Limits Of
lnsurance.
b. The insurance provided to such additional
insured does not apply to:
(l) Any "bodily injury", "property damage" or
"personal injury" arising out of the providing,
or failure to provide, any professional
architectural, engineering or surveying
services, including:
(a) The preparing, approving, or failing to
prepare or approve, maps, shop
drawings, opinions, reports, surveys,
field orders or change orders, or the
preparing, approving, or failing to
prepare or approve, drawings and
specifications; and
(b) Supervisory, inspection, architectural or
engineering activities.
(2) Any "bodily injury'' or "property damage"
caused by "your work" and included in the
"products-completed operations hazard"
unless the written contract or agreement
specifìcally requires you to provide such
coverage for that additional insured during
the policy period.
c. The additional insured must comply with the
following duties:
(l¡ Give us written notice as soon as practicable
of an "occunence" or an offense which may
result in a claim. To the extent possible, such
notice should include:
(a) How, when and where the "occunence"
or offense took place;
(b) The names and addresses of any injured
persons and witnesses; and
¡r¡ The nature and location of any injury or'-' damage arising out of the "occurrence"
or offense.
(2) lf a claim is made or "suit' is brought against
the additional insured:
cG D2 46 0419 @ 2018 The Travelers lndemnity Company. All rights ¡eseryed.Page 1 of 2
COMMERCIAL GEN ERAL LIABILITY
(af lmmediately record the specifics of the
claim or "suif' and the date received; and
(b) Notify us as soon as practicable and see
to it that we receive written notice of the
claim or "suif' as soon as practicable.
(3) lmmediately send us copies of all legal
papers received in connection with the claimor "suif', cooperate with us in the
investigation or settleme¡¡ s¡ the claim or
defense against the "suif', and otherwise
comply with all policy conditions.
(4) Tender the defense and indemnity of any
claim or "suif' to any provider of other
insurance which would cover such additional
insured for a loss we cover. However, this
condition does not affect whether the
insurance provided to such additional
insured is primary to other insurance
available to such additional insured which
covers that person or organization as a
named insured as described in Paragraph 4.,
Other lnsurance, of Section lV - Commercial
General Liability Conditions.
Page 2 of 2 O 2018 The Travelers lndemnity Company. All rights reserved.cG D2 46 04 l9
COMMERCIAL GENERAL LIABILITY
Policy Number: DTCO526D9101COF19
TH¡S ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
XTEND ENDORSEMENT FOR CONTRACTORS
This endorsement modifies insurance provided under the following
COMMERCIAL GENERAL LIABILITY COVERAGE PART
GENERAL DESCRIPTION OF COVERAGE - This endorsement broadens coverage. However, coverage for any
injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or
limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to
the extent that coverage is excluded or limited by such an endorsement. The following listing is a general
coverage description only. Read all the provisions of this endorsement and the rest of your policy carefully to
determine rights, duties, and what is and is not covered.
A. Who ls An lnsured - Unnamed Subsidiaries
B. Blanket Additional lnsured Governmental
Entities - Permits Or Authorizations Relating To
Operations
PROVISIONS
A. WHO IS AN INSURED UNNAMED
SUBSIDIARIES
The following is added to SECTION ll * WHO lS
AN INSURED:
Any of your subsidiaries, other than a partnership,
joint venture or limited liability company, that is
not shown as a Named lnsured in the
Declarations is a Named lnsured if:
a. You are the sole owner of, or maintain an
ownership interest of more than 50% in, such
subsidiary on the first day of the policy period;
and
b. Such subsidiary is not an insured under
similar other insurance.
No such subsidiary is an insured for "bodily injury''
or "property damage" that occurred, or "personal
and advertising injury" caused by an offense
committed:
a. Before you maintained an ownership interest
of more than 50% in such subsidiary; or
b. After the date, if any, during the policy period
that you no longer maintain an ownership
interest of more than 50% in such subsidiary.
For purposes of Paragraph 1. of Section ¡¡ - Who
ls An lnsured, each such subsidiary will be
deemed to be designated in the Declarations as:
C. lncidental Medical Malpractice
D. BlanketWaiver Of Subrogation
E. Contractual Liability * Railroads
F. Damage To Premises Rented To You
a. An organization other than a partnership, joint
venture or limited liability company; or
b. A trust;
as indicated in its name or the documents that
govern its structure.
B. BLANKET ADDITIONAL INSURED
GOVERNìIENÏAL ENTITES - PERMITS OR
AUTHORIZATIONS RELATING TO OPERATIONS
The following is added to SECTION ll - WHO lS
AN INSURED:
Any governmental entity that has issued a permit
or authorization with respect to operations
performed by you or on your behalf and that you
are required by any ordinance, law, building code
or written contract or agreement to include as an
additional insured on this Coverage Part is an
insured, but only with respect to liability for "bodily
injury", "property damage" or "personal and
advertising injury" arising out of such operations.
The insurance provided to such governmental
entity does not apply to:
a, Any "bodily injury'', "property damage" or
"personal and advertising injury" arising out of
operations performed for the governmental
entity;or
b. Any "bodily injury" or "property damage"
included in the "products-completed
operations hazard".
O 2017 The Travelers lndemnity Company. All rights reserved.
lncludes copyrighted material of lnsurance Services Office, lnc., with its permission.
cG D3 16 02 r9 Page 1 of 3
COMMERCIAL GENERAL LIABILITY
C. INCIDENTAL MEDICAL MALPRACTICE
1. The following replaces Paragraph b. of the
definition of "occunence" in the
DEFINITIONS Section:
b, An act or omission committed in providing
or failinq to provide "incidental medical
services', firsï aid or "Good Samaritan
services" to a person, unless you are in
the business or occupation of providing
professional health care services.
2. The following replaces the last paragraph of
Paragraph 2.a.(1) of SECTTON [ - WHO tS
AN INSURED:
Unless you are in the business or occupation
of provid ing professional health care services,
Paragraphs (fXa), (b), (c) and (d) above do
not apply to "bodily injury" arising out of
providing or failing to provide:
(a) "lncidental medical services" by any of
your "employees" who is a nurse, nurse
assistant, emergency medical technician
or paramedic; or
(b) First aid or "Good Samaritan services" by
any of your "employees" or "volunteer
workers", other than an employed or
volunteer doctor. Any such "employees"
or "volunteer workers" providing or failing
to provide first aid or "Good Samaritan
services" during their work hours for you
will be deemed to be acting within the
scope of their employment by you or
performing duties related to the conduct
of your business.
3. The following replaces the last sentence of
Paragraph 5. of SEGTION lll - LIMITS OF
INSURANCE:
For the purposes of determining the
applicable Each Occurrence Limit, all related
acts or omissions committed in providing or
failing to provide "incidental medical
services", first aid or "Good Samaritan
services" to any one person will be deemed to
be one "occurrence".
4. The following exclusion is added to
Paragraph 2., Excluslons, of SECTION I -
COVERAGES - COVERAGE A - BODILY
INJURY AND PROPERW DAMAGE
LIABILITY:
Sale Of Pharmaceuticals
"Bodily injury" or "property damage" arising
out of the violation of a penal statute or
ordinance relating to the sale of
pharmaceuticals committed by, or with the
knowledge or consent of, the insured.
5. The following is added to the DEFIN¡TIONS
Section:
"lncidental medical services" means:
a. Medical, surgical, dental, laboratory, x-ray
or nursing service or treatment, advice or
instruction, or the related furnishing of
food or beverages; or
b. The furnishing or dispensing of drugs or
medical, dental, or surgical supplies or
appliances.
6. The following is added to Paragraph 4.b.,
Excess lnsurance, of SECTION lV
COMMERCIAL GENERAL LIABILITY
CONDITIONS:
This insurance is excess over any valid and
collectible other insurance, whether primary,
excess, contingent or on any other basis, that
¡g available to any of your "employees" for
"bodily injury" that arises out of providing or
failing to provide "incidental medical services"
to any person to the extent not subject to
Paragraph 2.a.(f ) of Section ll * Who ls An
lnsured.
D. BLANKETWAIVER OF SUBROGATION
The following is added to Paragraph 8., Transfer
Of Rights Of Recovery Against Others To Us,
of SECTION lV - COMMERCIAL GENERAL
LIABILITY GONDITIONS:
lf the insured has agreed in a contract or
agreement to waive that insured's right of
recovery against any person or organization, we
waive our right of recovery against such person or
organization, but only for payments we make
because of:
a. "Bodily injury" 9¡ "property damage" that
occurs; or
b. "Personal and advertising injury" caused by
an offense that is committed;
subsequent to the execution of the contract or
agreement.
E. CONTRACTUAL LIABILITY - RAILROADS
1. The following replaces Paragraph c, of the
definition of "insured contract" in the
DEFINITIONS Section:
c. Any easement or license agreement;
@ 2017 The Travelers lndemnity Company. All rights reserved.
lncludes copyrighted material of lnsurance Services Office, lnc., wilh its permission.
Page 2 of 3 cG D3 160219
2. Paragraph f.(l) of the definition of "insured
contract" in the DEFINITIONS Section is
deleted.
F. DAMAGE TO PREMISES RENTED TO YOU
The following replaces the definition of "premises
damage' in the p¡¡¡¡lTlONS Section:
"Premises damage" means "property damage" to:
COMMERC¡AL GENERAL LIABILITY
a. Any premises while rented to you or
temporarily occupied by you with permission
of the owner; or
b. The contents of any premises while such
premises is rented to you, if you rent such
premises for a period of seven or fewer
consecutive days.
O 2017 The Travelers lndemnity Company. All right$ reserved.
lncludes copyrighted material of lnsurance Services Office, lnc.. with its permission
cG D3 16 02 t9 Page 3 of 3
Midway Creek Bridge Repair/Madfai July 27, 2020
Project Number: 20-3005
KENT SPECIAL PROVISIONS
TABLE OF CONTENTS
PAGE
DIVISION 1 GENERAL REQUIREMENTS ..................................... 1-1
1-01 Definitions and Terms ...................................................... 1-1
1-02 Bid Procedures and Conditions .......................................... 1-2
1-03 Award and Execution of Contract....................................... 1-5
1-04 Scope of the Work .......................................................... 1-5
1-05 Control of Work .............................................................. 1-8
1-06 Control of Material .......................................................... 1-15
1-07 Legal Relations and Responsibilities to the Public ................. 1-18
1-08 Prosecution and Progress ................................................. 1-22
1-09 Measurement and Payment .............................................. 1-26
1-10 Temporary Traffic Control ................................................ 1-27
DIVISION 2 EARTHWORK .......................................................... 2-1
2-02 Removal of Structures and Obstructions ............................. 2-1
2-03 Roadway Excavation and Embankment .............................. 2-3
2-06 Subgrade Preparation ...................................................... 2-3
2-07 Watering ....................................................................... 2-4
DIVISION 4 BASES .................................................................... 4-1
4-03 Gravel Borrow ................................................................ 4-1
4-04 Ballast and Crushed Surfacing .......................................... 4-1
DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1
5-02 Bituminous Surface Treatment .......................................... 5-1
5-04 Hot Mix Asphalt .............................................................. 5-1
DIVISION 6 STRUCTURES ......................................................... 6-1
6-05 Piling ............................................................................ 6-1
DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1
8-01 Erosion Control and Water Pollution Control ........................ 8-1
8-02 Roadside Restoration ....................................................... 8-5
8-26 Erosion Control Matting and Manta Ray Anchors .................. 8-12
DIVISION 9 MATERIALS ............................................................ 9-1
9-03 Aggregates .................................................................... 9-1
9-09 Timber and Lumber ......................................................... 9-2
Midway Creek Bridge Repair/Madfai July 27, 2020
Project Number: 20-3005
KENT SPECIAL PROVISIONS
TABLE OF CONTENTS
PAGE
WSDOT STANDARD PLANS .............................................................. A-1
GEOTECHNICAL REPORT ................................................................. A-2
PERMITS ......................................................................................... A-3
DETOUR PLAN ................................................................................. A-4
PREVAILING WAGE RATES .............................................................. A-5
Midway Creek Bridge Repair/Madfai 1 - 1 July 27, 2020
Project Number: 20-3005
KENT SPECIAL PROVISIONS
The Kent Special Provisions (“Kent Special Provisions” or “KSP”) modify and supersede
any conflicting provisions of the 2020 Standard Specifications for Road, Bridge, and
Municipal Construction, as prepared by the Washington State Department of
Transportation and the Washington State Chapter of the American Public Works
Association, including all published amendments issued by those organizations
(“WSDOT Standard Specifications”). Otherwise all provisions of the WSDOT Standard
Specifications shall apply. All references in the WSDOT Standard Specifications to the
State of Washington, its various departments or directors, or to the contracting
agency, shall be revised to include the City and/or City Engineer, except for references
to State statutes or regulations. Finally, all of these documents are a part of this
contract.
DIVISION 1 – GENERAL REQUIREMENTS
1-01 DEFINITIONS AND TERMS
SECTION 1-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-01.1 General
When these Kent Special Provisions make reference to a “Section,” for
example, “in accordance with Section 1-01,” the reference is to the
WSDOT Standard Specifications as modified by these Kent Special
Provisions.
SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-01.2(2) Items of Work and Units of Measurement
EA Each
Eq. Adj. Equitable Adjustment
FA Force Account
HR Hour
M GAL Thousand gallons
NIC Not In Contract
SF Square Feet
SECTION 1-01.3, “CONTRACT” DEFINITION, IS DELETED AND REPLACED
WITH THE FOLLOWING:
1-01.3 Definitions
Contract
The written agreement between the Contracting Agency and the
Contractor. It describes, among other things:
1. What work will be done, and by when;
2. Who provides labor and materials; and
Midway Creek Bridge Repair/Madfai 1 - 2 July 27, 2020
Project Number: 20-3005
3. How Contractors will be paid.
The Contract includes the Contract (agreement) Form, Bidder’s
completed Proposal Form, Kent Special Provisions, Contract Provisions,
Contract Plans, WSDOT Standard Specifications (also including
amendments to the Standard Specifications issued by WSDOT as of the
later date of bid advertisement or any subsequent addenda), Kent
Standard Plans, Addenda, various certifications and affidavits,
supplemental agreements, change orders, and subsurface boring logs
(if any).
Also incorporated in the Contract by reference are:
1. Standard Plans (M21-01) for Road, Bridge and Municipal
Construction as prepared by the Washington State Department of
Transportation and the American Public Works Association, current
edition;
2. Manual on Uniform Traffic Control Devices for Streets and
Highways, current edition, and;
3. American Water Works Association Standards, current edition;
4. The current edition of the “National Electrical Code.”
Responsibility for obtaining these publications rests with the Contractor.
SECTION 1-01.3, “DEFINITIONS” IS SUPPLEMENTED BY ADDING THE
FOLLOWING DEFINITION:
Incidental Work
The terms “incidental to the project,” “incidental to the involved bid
item(s),” etc., as used in the Contract shall mean that the Contractor is
required to complete the specified work and the cost of such work shall
be included in the unit contract prices of other bid items as specified in
Section 1-04.1 (Intent of the Contract). No additional payment will be
made.
1-02 BID PROCEDURES AND CONDITIONS
SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.1 Qualification of Bidders
Bidders shall be qualified by ability, experience, financing, equipment,
and organization to do the work called for in the Contract. The City
reserves the right to take any action it deems necessary to ascertain
the ability of the Bidder to perform the work satisfactorily. This action
includes the City’s review of the qualification information in the bid
documents. The City will use this qualification data in its decision to
determine whether the lowest responsive bidder is also responsible and
able to perform the contract work. If the City determines that the
lowest bidder is not the lowest responsive and responsible bidder, the
City reserves its unqualified right to reject that bid and award the
Midway Creek Bridge Repair/Madfai 1 - 3 July 27, 2020
Project Number: 20-3005
contract to the next lowest bidder that the City, in its sole judgment,
determines is also responsible and able to perform the contract work
(the “lowest responsive and responsible bidder”).
SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.2 Plans and Specifications
Upon awarding the Contract, the City shall supply to the Contractor, for
its own use, up to ten (10) copies of the plans and specifications. If the
Contractor requests more than ten (10) copies, the City may require
the Contractor to purchase the additional sets.
SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.5 Proposal Forms
Prospective bidders may obtain Bid Documents including a “Bid
Proposal” for the advertised project by downloading at no charge at
KentWA.gov/doing-business/bids-procurement; however, a prospective
bidder remains responsible to obtain Bid Documents, even if unable to
download all or any part of the documents, whether or not inability to
access is caused by the bidder’s or the City’s technology.
SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-02.6 Preparation of Proposal
It is the Bidder’s sole responsibility to obtain and incorporate all issued
addenda into the bid. In the space provided on the Proposal Signature
Page, the Bidder shall confirm that all Addenda have been received. All
blanks in the proposal forms must be appropriately filled in.
SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE
LAST PARAGRAPH:
Proposals must contain original signature pages. FACSIMILES OR
OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE
AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS.
SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.7 Bid Deposit
A deposit of at least 5 percent of the total Bid shall accompany each
Bid. This deposit may be cash, cashier’s check, or a proposal bond
(Surety bond). Any proposal bond shall be on the City’s bond form and
shall be signed by the Bidder and the Surety. A proposal bond shall not
be conditioned in any way to modify the minimum 5-percent required.
The Surety shall: (1) be registered with the Washington State
Insurance Commissioner, and (2) appear on the current Authorized
Midway Creek Bridge Repair/Madfai 1 - 4 July 27, 2020
Project Number: 20-3005
Insurance List in the State of Washington published by the Office of the
Insurance Commissioner.
The failure to furnish a Bid deposit of a minimum of 5 percent with the
Bid shall make the Bid nonresponsive and shall cause the Bid to be
rejected by the Contracting Agency.
SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.9 Delivery of Proposal
All bids must be sealed and delivered in accordance with the “Invitation
to Bid.” Bids must be received at the City Clerk’s office by the stated
time, regardless of delivery method, including U.S. Mail.
SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.10 Withdrawing, Revising, or Supplementing Proposal
After submitting a Bid Proposal to the Contracting Agency, the Bidder
may withdraw or revise it if:
1. The Bidder submits a written request signed by an authorized
person, and
2. The Contracting Agency receives the request before the time for
opening Bids.
The original Bid Proposal may be revised and resubmitted as the official
Bid Proposal if the Contracting Agency receives it before the time for
opening Bids.
SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.11 Combination and Multiple Proposals
No person, firm or corporation shall be allowed to make, file, or be
interested in more than one bid for the same work unless alternate bids
are specifically called for; however, a person, firm, or corporation that
has submitted a subproposal to a bidder, or that has quoted prices of
materials to a bidder is not disqualified from submitting a subproposal
or quoting prices to other bidders or from making a prime proposal.
SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM
1(a) WITH THE FOLLOWING:
1-02.13 Irregular Proposals
a. The bidder is not prequalified when so required.
Midway Creek Bridge Repair/Madfai 1 - 5 July 27, 2020
Project Number: 20-3005
SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH
THE FOLLOWING:
1-02.14 Disqualification of Bidders
3. The bidder is not qualified for the work or to the full extent of the
bid.
1-03 AWARD AND EXECUTION OF CONTRACT
SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE SECOND PARAGRAPH IN THAT SECTION:
1-03.1 Consideration of Bids
The City also reserves the right to include or omit any or all schedules
or alternates of the Proposal and will award the Contract to the lowest
responsive, responsible bidder based on the total bid amount, including
schedules or alternates selected by the City.
SECTION 1-03.2 IS REVISED BY REPLACING “45 CALENDAR DAYS” WITH “60
CALENDAR DAYS” RELATING TO CONTRACT AWARD OR BID REJECTION.
1-03.2 Award of Contract
SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-03.3 Execution of Contract
No claim for delay shall be granted to the Contractor due to its failure
to submit the required documents to the City in accordance with the
schedule provided in these Kent Special Provisions.
SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-03.7 Judicial Review
Any decision made by the City regarding the award and execution of
the contract or bid rejection shall be conclusive subject to the scope of
judicial review permitted under Washington State Law. Such review, if
any, shall be timely filed in the King County Superior Court, located in
Kent, Washington.
1-04 SCOPE OF THE WORK
1-04.1 Intent of the Contract
SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-04.1(2) Bid Items Not Included in the Proposal
Midway Creek Bridge Repair/Madfai 1 - 6 July 27, 2020
Project Number: 20-3005
The Contractor shall include all costs of doing the work within the bid
item prices. If the contract plans, contract provisions, addenda, or any
other part of the contract require work that has no bid item price in the
proposal form, the entire cost of labor and materials required to
perform that work shall be incidental and included with the bid item
prices in the contract.
SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, “KENT SPECIAL
PROVISIONS, KENT STANDARD PLANS” FOLLOWING THE WORDS,
“CONTRACT PROVISIONS” IN THE FIRST SENTENCE OF THE FIRST
PARAGRAPH.
SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE
SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS:
1-04.2 Coordination of Contract Documents, Plans, Special Provisions,
Specifications, and Addenda
1. Approved Change Orders
2. The Contract Agreement
3. Kent Special Provisions
4. Contract Plans
5. Amendments to WSDOT Standard Specifications
6. WSDOT Standard Specifications
7. Kent Standard Plans
8. WSDOT Standard Plans
SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH
(INCLUDING SUBPARAGRAPHS A AND B).
1-04.4 Changes
SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND
REPLACING IT WITH THE FOLLOWING:
For Item 2, increases or decreases in quantity for any bid item shall be
paid at the appropriate bid item contract price, including any bid item
increase or decrease by more than 25 percent from the original planned
quantity.
SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT
TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING:
Within 14 calendar days of delivery of the change order the Contractor
shall endorse and return the change order, request an extension of time
for endorsement or respond in accordance with Section 1-04.5. The
Contracting Agency may unilaterally process the change order if the
Contractor fails to comply with these requirements. Changes normally
noted on field stakes or variations from estimated quantities, will not
require a written change order. These changes shall be made at the
unit prices that apply. The Contractor shall respond immediately to
changes shown on field stakes without waiting for further notice.
Midway Creek Bridge Repair/Madfai 1 - 7 July 27, 2020
Project Number: 20-3005
SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-04.6 Variation in Estimated Quantities
Payment to the Contractor will be made only for the actual quantities of
Work performed and accepted in conformance with the Contract.
SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-04.9 Use of Private Properties
Staging and storage locations needed for the Project must be properly
permitted for that use.
Limits of construction are indicated or defined on the plans. The
Contractor shall confine all construction activities within these limits.
If the Contractor selects a staging and storage area on private
property, it is the Contractor’s sole responsibility to obtain all necessary
permits/approvals to use the private property, specifically including,
without limitation, all permits or approvals subject to State
Environmental Policy Act, Shoreline Management Act, and critical areas
regulations. Before using any other property as a staging or storage
area (or for any other use), the Contractor shall thoroughly investigate
the property for the presence of critical areas, buffers of critical areas,
or other regulatory restrictions as defined in Kent City Code, county,
state or federal regulations, and the Contractor shall provide the City
written documentation that the property is not subject to other
regulatory requirements or that the Contractor has obtained all
necessary rights of entry, permits and approvals needed to use the
property as the Contractor intends.
Upon vacating the private property, the Contractor shall provide the
City written verification that it has obtained all releases and/or
performed all mitigation work as required by the conditions of the
permit/approval and/or agreement with the property owner.
The Contractor shall not be entitled to additional compensation or an
extension of the time of completion of the Contractor for any work
associated with the permitting, mitigation or use of private property.
SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-04.11 Final Cleanup
2. Remove from the project all unapproved and/or unneeded material
left from grading, surfacing, paving, or temporary erosion control
measures.
Midway Creek Bridge Repair/Madfai 1 - 8 July 27, 2020
Project Number: 20-3005
1-05 CONTROL OF WORK
SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS.
1-05.4 Conformity With and Deviations From Plans and Stakes
SECTION 1-05.4 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH
AFTER PARAGRAPH 7:
To the extent a conflict exists between the requirements of WSDOT
Section 1-05.4 and Kent Special Provision Section 1-05.8, the
requirements of KSP Section 1-05.8 will prevail.
SECTION 1-05.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-05.7 Removal of Defective and Unauthorized Work
If the Contractor fails to remedy defective or unauthorized work within
the time specified by the Engineer, or fails to perform any part of the
work required by the contract, the Engineer may provide the Contractor
written notice establishing a date after which the City will correct and
remedy that work by any means that the Engineer may deem
necessary, including the use of City forces or other contractors.
If the Engineer determines that the Contractor’s failure to promptly
correct any defective or any unauthorized work creates a situation that
could be potentially unsafe or might cause serious risk of loss or
damage to the public, the Engineer may have the defective and
unauthorized work corrected immediately, have the rejected work
removed and replaced, or have the work the Contractor refuses to
perform completed by using City or other forces.
Direct and indirect costs incurred by the City attributable to correcting
and remedying defective or unauthorized work, or work the Contractor
failed or refused to perform, shall be paid by the Contractor. Payment
may be deducted by the Engineer from monies due, or to become due,
the Contractor. Direct and indirect costs shall include, without
limitation, compensation for additional professional services required,
compensation and engineering and inspection services required, and
costs for repair and replacement of work of others destroyed or
damaged by correction, removal, or replacement of the Contractor’s
unauthorized work.
No increase in contract time or compensation will be allowed because of
the delay in the performance of the work attributable to the exercise of
the City’s rights provided by this section nor shall the exercise of this
right diminish the City’s right to pursue any other remedy available
under law with respect to the Contractor’s failure to perform the work
as required.
Midway Creek Bridge Repair/Madfai 1 - 9 July 27, 2020
Project Number: 20-3005
DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS:
1-05.8 City Provided Construction Staking
1-05.8(1) General
As used in this Section 1-05.5, the words, “stake,” “mark,” “marker,” or
“monument” will be deemed to include any kind of survey marking,
whether or not set by the City.
The City will supply construction stakes and marks establishing lines,
slopes and grades as set forth in Sections 1-05.8(2) through 1-05.8(6)
of the Kent Special Provisions. The Contractor shall assume full
responsibility for detailed dimensions, elevations, and excavation slopes
measured from these City furnished stakes and marks.
The Contractor shall provide a work site clear of equipment, stockpiles
and obstructions which has been prepared and maintained to permit
construction staking to proceed in a safe and orderly manner. A City
survey crew can stake a finite amount of work in a single day (see
Section 1-05.8(6) of the Kent Special Provisions). The Contractor shall
provide staking requests for a reasonable amount of work to the
Engineer at least 3 working days in advance to allow the survey crew
adequate time for setting stakes. If the work site is obstructed so that
survey work cannot be done, a new request for work shall be submitted
by the Contractor so that the survey can be rescheduled once the site is
properly prepared. Up to an additional 3 working days may be required
depending on work load for the city survey crew to complete the
rescheduled work. Note: A surveyor working day is a consecutive eight
hour period between 7:00 AM and 6:00 PM, Monday through Friday,
except holidays as listed in Section 1-08.5.
It is illegal under Revised Code of Washington 58.09.130 and
Washington State Administrative Code 332-120 to willfully destroy
survey markers. Stakes, marks, and other reference points set by City
forces, and existing City, State or Federal monumentation, shall be
carefully preserved by the Contractor. The Contractor shall notify the
Engineer immediately if it becomes apparent that a survey marker will
be disturbed due to construction. The Contractor will allow ample time
for City Survey Department personnel to acquire adequate information
so that the monument may be replaced in its original position after
construction. If the City is not notified, and a stake, marker or
monument is disturbed or destroyed the Contractor will be charged at a
rate of $300/hour for a city survey crew to replace the stake, marker or
monument that was not to be disturbed or damaged by the Contractor’s
operations. This charge will be deducted from monies due or to become
due to the Contractor.
Any claim by the Contractor for extra compensation by reason of
alterations or reconstruction work allegedly due to error in the
Surveyor’s line and grade will not be allowed unless the original control
points set by the Surveyor still exist, or unless the Contractor can
provide other satisfactory substantiating evidence to prove the error
Midway Creek Bridge Repair/Madfai 1 - 10 July 27, 2020
Project Number: 20-3005
was caused by incorrect city-furnished survey data. Three consecutive
points set on line or grade shall be the minimum points used to
determine any variation from a straight line or grade. Any such
variation shall, upon discovery, be reported to the Engineer. In the
absence of such report, the Contractor shall be liable for any error in
alignment or grade.
1-05.8(2) Roadway and Utility Surveys
The Engineer shall furnish to the Contractor, one time only, all principal
lines, grades and measurements the Engineer deems necessary for
completion of the work. These shall generally consist of one initial set
of:
1. Cut or fill stakes for establishing grade and embankments,
2. Curb or gutter grade stakes,
3. Centerline finish grade stakes for pavement sections wider than 25
feet as set forth in Section 1-05.8(5), subsection 2, and
4. Offset points to establish line and grade for underground utilities
such as water, sewers, storm drains, illumination and signalization.
No intermediate stakes shall be provided between curb grade and
centerline stakes.
On alley construction projects with minor grade changes, the Engineer
shall provide offset hubs on one side of the alley to establish the
alignment and grade. Alleys with major grade changes shall have
embankments staked to establish grade before offset hubs are set.
1-05.8(3) Bridge, Structure and Retaining Wall Surveys
For all structural work such as bridges and retaining walls, the
Contractor shall retain as a part of Contractor organization an
experienced team of surveyors under direct supervision of a licensed
surveyor. The Contractor shall ensure that required field measurements
and locations match the plan dimensions. The Contractor shall provide
all surveys required to complete the structure, except the following
primary survey control which will be provided by the City.
1. Sufficient horizontal control points to allow the Contractor to
establish centerline, abutments and pier centerline positioning and
stationing.
2. Up to 6 bench marks in close proximity to the work area.
3. Permanent monuments as shown on the drawings or as given by
the City.
The Contractor shall establish all secondary survey controls, both
horizontal and vertical, as necessary to assure proper placement of all
project elements based on the primary control points provided by the
City. Survey work shall be within the following tolerances:
Midway Creek Bridge Repair/Madfai 1 - 11 July 27, 2020
Project Number: 20-3005
1. Stationing +.01 foot
2. Alignment +0.1 foot (between successive points)
3. Superstructure Elevations +0.1 foot (from plan elevations)
4. Substructure Elevations +0.5 foot (from plan elevations)
During the progress of the work, the Contractor shall make available to
the City all filed books including survey information, footing elevations,
cross sections and quantities.
The Contractor shall be fully responsible for the close coordination of
field locations and measurements within appropriate dimensions of
structural members being fabricated.
1-05.8(4) Control Stakes
Stakes that constitute reference points for all construction work will be
conspicuously marked with an appropriate color of flagging tape. It will
be the responsibility of the Contractor to inform its employees and
subcontractors of the importance and necessity to preserve the stakes.
The Contractor shall determine appropriate construction stake offset
distances to prevent damage to stakes by its construction equipment.
Should it become necessary, for any reason, to replace these control
stakes, the Contractor will be charged at the rate of $300/hour for a
city survey crew to replace the stakes. The Contractor may not charge
the City for any standby or “down” time as a result of any replacement
of control stakes. If the removal of a control stake or monument is
required by the construction operations of the Contractor or its
subcontractors, and advance notice of at least three (3) full working
days is given to the City, the City will reference, remove, and later
replace the stakes or monument at no cost to the Contractor.
1-05.8(5) Staking Services
Work requests must be made at least 3 working days in advance
of the required staking.
The City will furnish the following stakes and reference marks:
1. Clearing Limits - One set of clearing limit stakes will be set at
approximately 25-foot stations where needed.
2. Rough Grading - One set of rough grade stakes will be set along
the construction centerline of streets at 50-foot stations as
required. (If superelevations require intermediate stakes along
vertical curves, the City will provide staking at closer intervals.)
One set of primary cut and fill stakes will be set for site work. One
set of secondary final grade cut and fill stakes will be set where
deemed applicable as determined by the Engineer.
3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or
manhole will be set at appropriate offsets to the center of the
structure. After installation and backfill, inverts will be checked for
correctness.
Midway Creek Bridge Repair/Madfai 1 - 12 July 27, 2020
Project Number: 20-3005
4. Sanitary Sewers - Two cut or fill stakes for each manhole or
cleanout location will be set at appropriate offsets to the center of
the structure. After installation and backfill, inverts will be checked
for correctness.
5. Water Main - One set of line stakes will be furnished for water
mains at 50-foot stations. Additionally, two reference stakes for
each valve, hydrant, tee and angle point location will be set
concurrently with these line stakes.
6. Staking for Embankments - Catch points and one line stake will be
set in those cases where the vertical difference in elevation from
the construction centerline to the toe or top of a cut or fill slope
exceeds 3 feet. In all other areas, stakes shall be set at an
appropriate offset to the street centerline to allow for the
preservation of said offsets through the rough grading phase. In
both cases the stakes shall be clearly marked with appropriate
information necessary to complete the rough grading phase.
7. Curb and Gutters - One set of curb and gutter stakes shall be set
at an appropriate offset at 25-foot intervals, beginning and end
points of curves and curb returns, wheelchair ramps, driveways,
and sufficient mid-curve points to establish proper alignment.
8. Base and Top Course - One set of final construction centerline
grade hubs will be set for each course, at not less than 50-foot
stations. No intermediate stakes shall be provided unless
superelevations require them. In those circumstances, one grade
hub left and right of construction centerline at the transition
stations will be set at an appropriate offset to centerline not less
than 25-foot stations.
9. Adjacent or Adjoining Wetlands - One set of stakes delineating
adjacent wetland perimeters will be set at 25 to 50-foot stations as
required.
10. Illumination and Traffic Signals System - One set of stakes for
luminaires and traffic signal pole foundations will be set as
required. One set of stakes for vaults, junction boxes, and conduits
will be set, only if curb and gutter is not in place at the time of the
survey request. If curb and gutter is in place, staking for vaults,
junction boxes, and conduits will be provided at an additional
expense to the Contractor.
When deemed appropriate by the Engineer, cut sheets will be supplied
for curb, storm, sanitary sewer and water lines. Cuts or fills may be
marked on the surveyed points but should not be relied on as accurate
until a completed cut sheet is supplied.
The Contractor, at its own expense, shall stake all other items not listed
above to construct the project per the Plans and Specifications. Staking
for channelization, traffic loops, and all other items not listed above
shall be the sole responsibility and expense of the Contractor. The City
may, at its sole discretion, provide additional staking at the request of
the Contractor at the rate of $300/hour.
Midway Creek Bridge Repair/Madfai 1 - 13 July 27, 2020
Project Number: 20-3005
1-05.8(6) Survey Requests
It shall be the Contractor’s responsibility to properly schedule survey
crews and coordinate staking requests with construction activities. A
survey crew may be reasonably expected to stake any one of the
following items, in the quantity shown, in a single day:
Roadway grading +/-1500 lineal feet of centerline
Storm or sanitary sewer Approximately 8-10 structures
Water main +/-1500 lineal feet of pipe
Curb and gutter +/-1300 lineal feet (one side only)
Base and top course +/-1000 lineal feet of centerline
Slope staking +/-800-1200 lineal feet (top and toe)
Illumination/signalization Approximately 15-20 structures
Actual quantities may vary based on the complexity of the project, line
of sight considerations, traffic interference, properly prepared work site,
and other items that could affect production.
The Contractor shall be aware that length does not always translate
directly into stationing. For example, a survey request for storm sewer
pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may
be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed
on both sides of the roadway and interconnected.
SECTION 1-05.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SUBSECTION:
1-05.9 Equipment
1-05.9(1) Operational Testing
It is the intent of the City to have at the Physical Completion Date a
complete and operable system. Therefore, when the work involves the
installation of machinery or other mechanical equipment, street
lighting, electrical distribution of signal systems, building or other
similar work, it may be desirable for the Engineer to have the
Contractor operate and test the work for a period of time after final
inspection but prior to the Physical Completion Date.
Whenever items of work are listed in the contract provisions for
operational testing they shall be fully tested under operating conditions
for the time period specified to ensure their acceptability prior to the
Physical Completion Date. In the event the contract does not specify
testing time periods, the default testing time period shall be twenty-one
(21) calendar days.
During and following the test period, the Contractor shall correct any
items of workmanship, materials, or equipment that prove faulty or that
are not in first class operating condition. Equipment, electrical controls,
meters, or other devices and equipment to be tested during this period
shall be tested under the observation of the Engineer, so that the
Engineer may determine their suitability for the purpose for which they
Midway Creek Bridge Repair/Madfai 1 - 14 July 27, 2020
Project Number: 20-3005
were installed. The Physical Completion Date cannot be established
until testing and corrections have been completed to the satisfaction of
the Engineer.
The costs for power, gas, labor, material, supplies, and everything else
needed to successfully complete operational testing shall be included in
the various contract bid item prices unless specifically set forth
otherwise in the contract.
Operational and test periods, when required by the Engineer, shall not
affect a manufacturer’s guaranties or warranties furnished under the
terms of the Contract.
SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-05.10 Guarantees
In addition to any other warranty or guarantee provided for at law or in
the parties’ contract, the Contractor shall furnish to the Contracting
Agency any guarantee or warranty furnished as a customary trade
practice in connection with the purchase of any equipment, materials,
or items incorporated into the project.
Upon receipt of written notice of any required corrective work, the
Contractor shall pursue vigorously, diligently, and without disrupting
city facilities, the work necessary to correct the items listed in the
notice. Approximately sixty (60) calendar days prior to the one year
anniversary of final acceptance, the Contractor shall be available to tour
the project, with the Engineer, in support of the Engineer’s effort to
establish a list of corrective work then known and discovered.
SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE FIRST PARAGRAPH:
1-05.13 Superintendents, Labor, and Equipment of Contractor
Within ten (10) days of contract award, the Contractor shall designate
the Contractor's project manager and superintendent for the contract
work.
SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2020 WSDOT
STANDARD SPECIFICATIONS):
If at any time during the contract work, the Contractor elects to replace
the contract manager or superintendent, the Contractor shall only do so
after obtaining the Engineer's prior written approval.
THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE
FOLLOWING:
Midway Creek Bridge Repair/Madfai 1 - 15 July 27, 2020
Project Number: 20-3005
Whenever the City evaluates the Contractor’s qualifications or
prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City
may take these or other Contractor performance reports into account.
SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-05.14 Cooperation With Other Contractors
Details of known projects are as follows: N/A
SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-05.16 Water and Power
The Contractor shall make necessary arrangements, and shall bear the
costs for power and water necessary for the performance of the work,
unless the Contract includes power or water as bid items, or unless
otherwise provided for in other bid items.
1-05.17 Oral Agreements
No oral agreement or conversation with any officer, agent, or employee
of the City, either before or after execution of the contract, shall affect
or modify the terms or obligations contained in any of the documents
comprising the contract. Such oral agreement or conversation shall be
considered unofficial information and in no way binding upon the City,
unless subsequently recorded and/or put in writing and signed by an
authorized agent of the City.
1-06 CONTROL OF MATERIAL
1-06.2 Acceptance of Materials
SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY.
1-06.2(2) Statistical Evaluation of Materials for Acceptance
SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-06.7 Submittals
1-06.7(1) Submittal Procedures
All information submitted by the Contractor shall be clear, sharp, high
contrast copies. Contractor shall accompany each submittal with a letter
of transmittal containing the following information:
1. Contractor’s name and the name of Subcontractor or supplier who
prepared the submittal.
2. The project name and identifying number.
Midway Creek Bridge Repair/Madfai 1 - 16 July 27, 2020
Project Number: 20-3005
3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.).
Each resubmittal shall include the original number with a
sequential alpha letter added (1A, 1B, 1C, etc.).
4. Description of the submittal and reference to the Contract
requirement or technical specification section and paragraph
number being addressed.
5. Bid item(s) where product will be used.
1-06.7(2) Schedule of Submittals
The Contractor shall create and submit three (3) copies of a schedule of
submittals showing the date by which each submittal required for
product review or product information will be made. The schedule can
be modified, deducted, or added to by the City. The schedule shall be
available at the preconstruction conference (see 1-08.0 of the Kent
Special Provisions). The schedule of submittals must be accepted prior
to the City making the first progress payment. The schedule shall
identify the items that will be included in each submittal by listing the
item or group of items and the Specification Section and paragraph
number and bid item under which they are specified. The schedule shall
indicate whether the submittal is required for product review of
proposed equivalents, shop drawings, product data or samples or
required for product information only.
The Contractor shall allow a minimum of 21 days for the Engineer’s
review of each submittal or resubmittal. All submittals shall be in
accordance with the approved schedule of submittals. Submittals shall
be made early enough to allow adequate time for manufacturing,
delivery, labor issues, additional review due to inadequate or
incomplete submittals, and any other reasonably foreseeable delay.
1-06.7(3) Shop Drawings, Product Data, and Samples
The Contractor shall submit the following for the Engineer’s review:
1. Shop Drawings: Submit an electronic copy or three paper copies.
Submittals will be marked, stamped and returned to the
Contractor. The Contractor shall make and distribute any required
copies for its superintendent, subcontractors and suppliers.
2. Product Data: Submit an electronic copy or three paper copies.
Submittals will be marked, stamped and returned to the
Contractor. The Contractor shall make and distribute any required
copies for its superintendent, subcontractors and suppliers.
3. Samples: Submit three labeled samples or three sets of samples
of manufacturer’s full range of colors and finishes unless otherwise
directed. One approved sample will be returned to the Contractor.
Content of submittals:
1. Each submittal shall include all of the items required for a
complete assembly or system.
Midway Creek Bridge Repair/Madfai 1 - 17 July 27, 2020
Project Number: 20-3005
2. Submittals shall contain all of the physical, technical and
performance data required to demonstrate conclusively that the
items comply with the requirements of the Contract.
3. Each submittal shall verify that the physical characteristics of items
submitted, including size, configurations, clearances, mounting
points, utility connection points and service access points, are
suitable for the space provided and are compatible with other
interrelated items.
4. The Contractor shall label each Product Data submittal, Shop
Drawing or Sample with the bid item number and, if a lump sum
bid item, provide a reference to the applicable KSP paragraph. The
Contractor shall highlight or mark every page of every copy of all
Product Data submittals to show the specific items being submitted
and all options included or choices offered.
The City encourages a creative approach to complete a timely,
economical, and quality project. Submittals that contain deviations from
the requirements of the Contract shall be accompanied by a separate
letter explaining the deviations. The Contractor’s letter shall:
1. Cite the specific Contract requirement including the Specification
Section bid item number and paragraph number for which approval
of a deviation is sought.
2. Describe the proposed alternate material, item or construction,
explain its advantages, and explain how the proposed alternate
meets or exceeds the Contract requirements.
3. State the reduction in Contract Price, if any, which is offered to the
City.
The Engineer retains the exclusive right, at his or her sole discretion, to
accept or reject any proposed deviation with or without cause.
The Engineer will stamp and mark each submittal prior to returning it to
the Contractor. The stamps will indicate one of the following:
1. “APPROVED AS SUBMITTED” – Accepted subject to its compatibility
with the work not covered in this submission. This response does
not constitute approval or deletion of specified or required items
not shown in the partial submission.
2. “APPROVED AS NOTED” – Accepted subject to minor corrections
that shall be made by the Contractor and subject to its
compatibility with the work not covered in this submission. This
response does not constitute approval or deletion of specified or
required items not shown in the partial submission. No
resubmission is required.
3. “AMEND AND RESUBMIT” – Rejected because of major
inconsistencies, errors or insufficient information that shall be
resolved or corrected by the Contractor prior to subsequent re-
submittal. An amended resubmission is required.
Midway Creek Bridge Repair/Madfai 1 - 18 July 27, 2020
Project Number: 20-3005
Re-submittals that contain changes that were not requested by the
Engineer on the previous submittal shall note all changes and be
accompanied by a letter explaining the changes.
1-06.7(4) Proposed Equivalents
The Engineer retains the exclusive right, at his or her sole discretion, to
accept or reject any proposed equivalent with or without cause.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.2 State Taxes
SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax
Without waiving the Contractor’s obligation to understand and apply
these tax rules correctly, the City has indicated those parts of the
project that are subject to use tax under Section 1-07.2(1) in the
proposal bid items.
SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax
Without waiving the Contractor’s obligation to understand and apply
these tax rules correctly, the City has indicated those parts of the
project that are subject to retail sales tax under Section 1-07.2(2) in
the proposal bid items.
SECTION 1-07.4(2) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.4(2) COVID-19 Job Site Requirements
Before commencing any work on the Project site, the Contractor shall
develop and post at each job site a comprehensive COVID-19 exposure
control, mitigation, and recovery plan that complies with the Phase 1
Construction Restart COVID-19 Job Site Requirements issued by the
Governor, or subsequent modifications or phase amendments as the
Governor may issue. Contractor must further meet and maintain all
requirements of the plan, including providing materials, schedules, and
equipment required to comply with those job site requirements or any
future adjustments that may be made to job site requirements by the
Governor or any applicable federal or state agency during the COVID-
19 emergency.
A copy of the COVID-19 job site safety plan, along with the
identification and contact information for the COVID-19 Supervisor,
shall be provided to the Engineer.
Midway Creek Bridge Repair/Madfai 1 - 19 July 27, 2020
Project Number: 20-3005
SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPH BEFORE THE FIRST PARAGRAPH:
1-07.6 Permits and Licenses
The City has obtained the following permits:
Shoreline Exemption - City of Kent
Hydraulic Project Approval(HPA) – Washington Department
of Fish and Wildlife
Copies of these permits are included in the Appendix.
SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPHS AFTER THE LAST PARAGRAPH:
A copy of each permit and/or license obtained by the Contractor shall
be furnished to the City. Approved permits shall be furnished to the City
upon completion of the project and prior to final acceptance.
The Contractor shall promptly notify the City in writing of any variance
in the contract work arising from the issuance of any permit.
1-07.9 Wages
SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPH AFTER THE SIXTH PARAGRAPH:
1-07.9(1) General
To the extent allowed by law, the wage rates that will be in effect
during the entire contract work period are those in effect on the day of
bid opening, unless the City does not award the Contract within six
months of the bid opening.
1-07.13 Contractor’s Responsibility for Work
SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF
THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH.
1-07.13(4) Repair of Damage
SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING TO THE
BEGINNING OF THAT SECTION:
1-07.14 Responsibility for Damage
To the extent a conflict exists between the terms of this Section
1-07.14 and Section 5 of the Contract, the terms of the Contract will
control. Any reference to the State, Governor, Commission, Secretary,
Midway Creek Bridge Repair/Madfai 1 - 20 July 27, 2020
Project Number: 20-3005
or all officers and employees of the State also will include the City, its
officers and employees.
1-07.15 Temporary Water Pollution Prevention
SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH
AFTER THE LAST PARAGRAPH:
1-07.15(1) Spill Prevention, Control, and Countermeasures Plan
When the proposal form includes multiple bid schedules and the “SPCC
Plan” bid item is present in only one bid schedule, the lump sum
payment item for the “SPCC Plan” in that one schedule will apply to all
bid schedules for all costs associated with creating and updating the
accepted SPCC Plan, and all costs associated with the setup of
prevention measures and for implementing the current SPCC Plan as
required by this Specifications.
SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO
THE END OF THE SECOND PARAGRAPH:
1-07.17 Utilities and Similar Facilities
If a utility is known to have or suspected of having underground
facilities within the area of the proposed excavation and that utility is
not a subscriber to the utilities underground location center, the
Contractor shall give individual notice to that utility within the same
time frame prescribed in RCW 19.122.030 for subscriber utilities.
SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-07.17(3) Utility Markings
Once underground utilities are marked by the utility owner or its agent,
and/or once new underground facilities have been installed by the
Contractor, the Contractor/excavator is responsible to determine the
precise location of underground facilities that may conflict with other
underground construction. The Contractor shall maintain the marks or a
record of the location of buried facilities for the duration of time needed
to avoid future damage until installation of all planned improvements at
that location is complete.
1-07.17(4) Payment
All costs to comply with subsection 1-07.17(3) and for the protection
and repair of all identified or suspected underground utilities specified
in RCW 19.122 are incidental to the contract and are the responsibility
of the Contractor/excavator. The Contractor shall include all related
costs in the unit bid prices of the contract. No additional time or
monetary compensation shall be made for delays caused by utility re-
Midway Creek Bridge Repair/Madfai 1 - 21 July 27, 2020
Project Number: 20-3005
marking or repair of damaged utilities due to the Contractor’s failure to
maintain marks or to locate utilities in accordance with this section.
1-07.17(5) Notification of Excavation
Within ten business days but not less than two business days prior to
the commencement of excavation, the Contractor shall provide written
notice (or other form of notice acceptable to the Engineer) to all owners
of underground facilities, whether public or private, that excavation will
occur, and when excavation will occur.
1-07.17(6) Site Inspection
Contractor warrants and represents that it has personally, or through
its employees, agents and/or subcontractors, examined all property
affected by this project and that it is knowledgeable of specific locations
for water, gas, telephone, electric power and combined sewerage
utilities within those areas.
The following list of contacts is provided only as a convenience
to the Contractor. It may not be accurate and may not constitute
a complete list of all affected utilities.
CenturyLink
Gabrielle Skorupa
206-305-4395
Comcast
Aaron Cantrel
206-510-4222 (cell)
Aaron_Cantrel@comcast.com
Puget Sound Energy Gas
Glenn Helton
253-395-6926
425-559-4647 (cell)
Puget Sound Energy Power
Hong Nguyen
425-449-6609 (cell)
Hong.Nguyen@pse.com
Verizon
Scott Christenson
425-636-6046
425-471-1079 (cell)
SECTION 1-07.18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH
BEFORE THE FIRST PARAGRAPH:
1-07.18 Public Liability and Property Damage Insurance
To the extent a conflict exists between the terms of this Section
1-07.18 and the insurance requirements in Section 7 of the Contract,
the terms of the Contract will control. Any reference to the State,
Governor, Commission, Secretary, or all officers and employees of the
State also will include the City, its officers and employees.
SECTION 1-07.23(2) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.23(2) Construction and Maintenance of Detours
Midway Creek Bridge Repair/Madfai 1 - 22 July 27, 2020
Project Number: 20-3005
Frager Road shall be closed at the location of the existing bollards to
pedestrians and cylclists during construction of the sheet pile work. The
contractor shall make all efforts to maintain accessibility during the
installation of erosion control below the bridge. The contractor shall
provide 1 week notice prior to road closure with PCMS signs in both
directions. The City will install a detour route for bicyclists and
pedestrians from the west side of the Green River to the east side of
the Green River as shown on the Detour Plan. Contractor shall take
necessary measures to ensure that cyclists and pedestrians are
precluded from accessing the bridge during construction.
SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.24 Rights of Way
Street right of way lines, limits of easements and limits of construction
are indicated or defined on the plans. The Contractor's construction
activities shall be confined within these limits, unless arrangements for
use of private property are made.
SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.26 Personal Liability of Public Officers
Neither the City, the Engineer, nor any other official, officer or
employee of the City shall be personally liable for any acts or failure to
act in connection with the contract, it being understood that, in these
matters, they are acting solely as agents of the City.
1-08 PROSECUTION AND PROGRESS
SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-08.0 Preconstruction and Preconstruction Conference
The Engineer will furnish the Contractor with up to ten (10) copies of
the plans and specifications. Additional documents may be purchased
from the City at the price specified by the City or in the Invitation to
Bid. Prior to undertaking each part of the work, the Contractor shall
carefully study and compare the Contract and check and verify all
pertinent figures shown and all applicable field measurements. The
Contractor shall promptly report in writing to the Engineer any conflict,
error or discrepancy that the Contractor discovers.
After the Contract has been executed, but prior to the Contractor
beginning the work, a preconstruction conference will be held with the
Contractor, the Engineer and any other interested parties that the City
determines to invite. The purpose of the preconstruction conference will
be:
1. To review the initial progress schedule.
Midway Creek Bridge Repair/Madfai 1 - 23 July 27, 2020
Project Number: 20-3005
2. To establish a working understanding among the various parties
associated or affected by the work.
3. To establish and review procedures for progress payment,
notifications, approvals, submittals, etc.
4. To verify normal working hours for the work.
5. To review safety standards and traffic control.
6. To discuss any other related items that may be pertinent to the
work.
The Contractor shall prepare and submit for approval, at or prior to the
preconstruction conference the following:
1. A price breakdown of all lump sum items.
2. A preliminary construction schedule.
3. A list of material sources for approval, if applicable.
4. Schedule of submittals. (See 1-06.6(2))
5. Temporary Erosion/Sedimentation Control Plan (TESCP) for
approval.
6. Traffic Control Plan (TCP) for approval.
7. Request to sublet, for approval by the Engineer, of all
subcontractors.
SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-08.4 Notice to Proceed, Prosecution and Hours of Work
Notice to Proceed will be given after the contract has been executed
and the contract bond and evidence of required insurance have been
approved by and filed with the City. Unless otherwise approved in
writing by the Engineer, the Contractor shall not commence the work
until the Notice to Proceed has been given by the Engineer. The
Contractor shall commence construction activities on the Project Site
within ten working days of the Notice to Proceed Date. The Work
thereafter shall be prosecuted diligently, vigorously, and without
unauthorized interruption until physical completion of the work.
Voluntary shutdown or slowing of operations by the Contractor shall not
relieve the Contractor of the responsibility to complete the work within
the time(s) specified in the Contract.
Except in the case of emergency or unless otherwise approved by the
Engineer, the normal straight time working hours for the Contractor
shall be any consecutive 8 hour period between 7:00 a.m. and 6:00
p.m. Monday through Friday, unless otherwise specified in the Kent
Special Provisions, with a 5-day work week, plus allowing a maximum
one-hour lunch break in each working day. The normal straight time
8-hour working period for the contract shall be established at the
preconstruction conference or prior to the Contractor commencing
work.
If a Contractor desires to perform work on holidays, Saturdays,
Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the
Contractor shall apply in writing to the Engineer for permission to work
Midway Creek Bridge Repair/Madfai 1 - 24 July 27, 2020
Project Number: 20-3005
those times. The Contractor shall notify the Engineer at least 48 hours
in advance (72 hours in advance for weekend work) so that the
Inspector's time may be scheduled. Permission to work longer than an
8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For
any work outside of normal straight time working hours that requires
city surveyors, all reasonable efforts shall be made by the Contractor to
allow time for surveying to be completed during normal straight time
hours. If city surveyors are required to work other than normal straight
time hours at the convenience of the Contractor, all such work shall be
reimbursed by the Contractor.
Permission to work between the hours of 10:00 p.m. and 7:00 a.m.
during weekdays and between the hours of 10:00 p.m. and 9:00 a.m.
on weekends or holidays may also be subject to noise control
requirements. Approval to continue work during these hours may be
revoked at any time the Contractor exceeds the City’s noise control
regulations or the city receives complaints from the public or adjoining
property owners regarding noise from the Contractor’s operations. The
Contractor shall have no claim for damages or delays should this
permission be revoked for these reasons.
The Engineer may grant permission to work Saturdays, Sundays,
holidays or other than the agreed upon normal straight time working
hours, but may be subject to other conditions established by the City or
Engineer. These conditions may include, but are not limited to the
following: hours worked by City employees; impacts to the construction
schedule; or accommodations to adjoining properties affected by the
contract work.
1-08.4(A) Reimbursement for Overtime Work of City Employees
Following is a non-exclusive list of work that may require Contractor
reimbursement for overtime of City employees. The City will bill the
Contractor at the OVERTIME RATE in order for locate crews to
complete other work. If the locate request is for nights, weekend,
holidays or at other times when locate crews are not normally working,
all locate work and expenses, including travel, minimum call out times,
and/or Holiday premiums will be borne by the Contractor.
1. Locate work required to re-establish marks for City-owned
underground facilities that were not maintained or recorded by the
Contractor in accordance with RCW 19.122.030.
2. Work required by city survey crew(s) as the result of reestablishing
survey stakes or markings that were not maintained or recorded
by the Contractor or other work deemed to be for the convenience
of the Contractor and not required of the City by the contract.
3. Work required by City personnel or independent testing
laboratories to re-test project materials, utility pressure or vacuum
tests, camera surveys or water purity tests as the result of initial
test failure on the part of the Contractor.
1-08.4(B) General
Midway Creek Bridge Repair/Madfai 1 - 25 July 27, 2020
Project Number: 20-3005
The City allocates its resources to a contract based on the total time
allowed in the contract. The City will accept a progress schedule
indicating an early physical completion date but cannot guarantee the
City resources will be available to meet the accelerated schedule. No
additional compensation will be allowed if the Contractor is not able to
meet its accelerated schedule due to the unavailability of City resources
or for other reasons beyond the City's control.
Unless previously approved by the Engineer, the original and all
supplemental progress schedules shall not conflict with any time and
order-of-work requirements in the contract.
If the Engineer deems that the original or any necessary supplemental
progress schedule does not provide adequate information, the City may
withhold progress payments until a schedule containing needed
information has been submitted by the Contractor and approved by the
Engineer.
The Engineer's acceptance of any schedule shall not transfer any of the
Contractor's responsibilities to the City. The Contractor alone shall
remain responsible for adjusting forces, equipment, and work schedules
to ensure completion of the work within the times specified in the
contract.
SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-08.5 Time for Completion
Contract time shall begin on the day of the Notice to Proceed. The
Contract Provisions may specify another starting date for Contract time,
in which case, time will begin on the starting date specified.
SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH
PARAGRAPHS AND REPLACING WITH THE FOLLOWING:
1-08.6 Suspension of Work
If the performance of all or any part of the Work is suspended for an
unreasonable period of time by an act of the Contracting Agency in the
administration of the Contract, or by failure to act within the time
specified in the Contract (or if no time is specified, within a reasonable
time), the Engineer will make an adjustment for any increase in the
cost or time for the performance of the Contract (excluding profit)
necessarily caused by the suspension. However, no adjustment will be
made for any suspension if (1) the performance would have been
suspended by any other cause, including the fault or negligence of the
Contractor, or (2) an equitable adjustment is provided for or excluded
under any other provision of the Contract.
Midway Creek Bridge Repair/Madfai 1 - 26 July 27, 2020
Project Number: 20-3005
If the Contactor believes that the performance of the Work is
suspended for an unreasonable period of time and such suspension is
the responsibility of the Contracting Agency, the Contractor shall
immediately submit a written notice of protest to the Engineer as
provided in Section 1-04.5. No adjustment shall be allowed for any
costs incurred more than 10 calendar days before the date the Engineer
receives the Contractor’s written notice to protest. In any event, no
protest will be allowed later than the date of the Contractor’s signature
on the Final Pay Estimate. The Contractor shall keep full and complete
records of the costs and additional time of such suspension, and shall
permit the Engineer to have access to those records and any other
records as may be deemed necessary by the Engineer to assist in
evaluating the protest.
The Engineer will determine if an equitable adjustment in cost or time is
due as provided in this Section. The equitable adjustment for increase
in costs, if due, shall be subject to the limitations provided in Section
1-09.4, provided that no profit of any kind will be allowed on any
increase in cost necessarily caused by the suspension.
SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY
DELETING THE FOURTH AND SIXTH PARAGRAPHS.
1-09 MEASUREMENT AND PAYMENT
1-09.9 Payments
SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-09.9(2) City’s Right to Withhold Certain Amounts
In addition to the amount that the City may otherwise retain under the
Contract, the City may withhold a sufficient amount of any payments
otherwise due to the Contractor, including nullifying the whole or part
of any previous payment, because of subsequently discovered evidence
or subsequent inspections that, in the City's judgment, may be
necessary to cover the following:
1. The cost of defective work not remedied.
2. Fees incurred for material inspection, and overtime engineering
and inspection for which the Contractor is obligated under this
Contract.
3. Fees and charges of public authorities or municipalities.
4. Liquidated damages.
5. Engineering and inspection fees beyond Completion Date.
6. Cost of City personnel to re-establish locate marks for City-owned
facilities that were not maintained by the Contractor in accordance
with RCW 19.122.030 (3).
7. Additional inspection, testing and lab fees for re-doing failed,
water, other utility tests.
Midway Creek Bridge Repair/Madfai 1 - 27 July 27, 2020
Project Number: 20-3005
1-09.11 Disputes and Claims
SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-09.11(3) Time Limitations and Jurisdiction
This contract shall be construed and interpreted in accordance with the
laws of the State of Washington. The venue of any claims or causes of
action arising from this contract shall be exclusively in the Superior
Court of King County, located in Kent, Washington.
For convenience of the parties to this contract, it is mutually agreed
that any claims or causes of action which the Contractor has against the
City arising from this contract shall be brought within 180 days from
the date of Final Acceptance of the contract by the City. The parties
understand and agree that the Contractor’s failure to bring suit within
the time period provided shall be a complete bar to any such claims or
causes of action.
It is further mutually agreed by the parties that when any claims or
causes of action that a Contractor asserts against the City arising from
this contract are filed with the City or initiated in court, the Contractor
shall permit the City to have timely access to any records deemed
necessary by the City to assist in evaluating the claims or actions.
SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-09.13 Final Decision and Appeal
All disputes arising under this contract shall proceed pursuant to
Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and
any Kent Special Provisions provided for in the contract for claims and
resolution of disputes. The provisions of these sections and the Kent
Special Provisions must be complied with as a condition precedent to
the Contractor’s right to seek an appeal of the City’s decision. The City’s
decision under Section 1-09.11 will be final and conclusive. Thereafter,
the exclusive means of Contractor’s right to appeal shall only be by
filing suit exclusively under the venue, rules and jurisdiction of the
Superior Court of King County, located in Kent, Washington, unless the
parties agree in writing to an alternative dispute resolution process.
1-10 TEMPORARY TRAFFIC CONTROL
1-10.2 Traffic Control Management
SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-10.2(1) General
The TCS shall be certified as a work site traffic control supervisor by
one of the following:
Midway Creek Bridge Repair/Madfai 1 - 28 July 27, 2020
Project Number: 20-3005
Evergreen Safety Council
401 Pontius Avenue North
Seattle, WA 98109
1-800-521-0778 or 206-382-4090
The Northwest Laborers-Employers Training Trust
27055 Ohio Avenue
Kingston, WA 98346
360-297-3035
The American Traffic Safety Services Association
15 Riverside Parkway, Suite 100
Fredericksburg, VA 22406-1022
Training Dept. Toll Free (877) 642-4637 or (540) 368-1701
1-10.3 Traffic Control Labor, Procedures, and Devices
1-10.3(3) Traffic Control Devices
SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-10.3(3)L Temporary Traffic Control Devices
When the bid proposal includes an item for “Temporary Traffic Control
Devices,” the work required for this item shall be furnishing barricades,
flashers, cones, traffic safety drums, and other temporary traffic control
devices, unless the contract provides for furnishing a specific temporary
traffic control device under another item. The item “Temporary Traffic
Control Devices” includes:
1. Initial delivery to the project site (or temporary storage) in good
repair and in clean usable condition,
2. Repair or replacement when they are damaged and they are still
needed on the project, and
3. Removal from the project site when they are no longer on the
project.
SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-10.5 Payment
Payment will be made in accordance with Section 1-04.1, for the
following bid items when they are included in the Proposal:
The unit contract price for “Traffic Control Labor” per hour shall be full
pay for all costs for the labor provided for performing those
construction operations described in Section 1-10.2(1)B, and Section
1-10.3(1) of the WSDOT Standard Specifications, and as authorized by
the Engineer. The hours eligible for “Traffic Control Labor” shall be
limited to the hours the worker is actually performing the work as
documented by traffic control forms provided by the Contractor’s TCM,
and verified by the City Inspector’s records, and the Contractor’s
Midway Creek Bridge Repair/Madfai 1 - 29 July 27, 2020
Project Number: 20-3005
Certified Payroll Records submitted to the City Inspector on a weekly
basis.
The unit contract price for “Traffic Control Supervisor” per hour shall be
full pay for each hour a person performs the Traffic Control Supervisor
duties described in Section 1-10.2(1)B of the WSDOT Standard
Specifications. Payment for traffic control labor performed by the Traffic
Control Supervisor will be paid under the item for “Traffic Control
Labor.”
The lump sum contract price for “Temporary Traffic Control Devices”
shall be full pay for providing the work described in Section 1-10.3(3)L
of the Kent Special Provisions. Progress payment for the lump sum item
“Temporary Traffic Control Devices” will be made as follows:
1. When the initial temporary traffic control devices are set up, 50
percent of the amount bid for the item will be paid.
2. Payment for the remaining 50 percent of the amount bid for the
item will be paid on a prorated basis in accordance with the total
job progress as determined by progress payments.
The unit contract price for “Portable Changeable Message Sign (PCMS)”
per day shall be full pay for all costs for furnishing, transporting, initial
installation within the project limits, maintaining and removing the
PCMS, and associated work described in Section 1-10.3(3)C of the
WSDOT Standard Specifications. Relocation of the PCMS within the
project limits will be paid under the item “Traffic Control Labor.”
When the proposal does not include a bid item for a specific bid item
listed in the WSDOT Standard Specifications and/or the Kent Special
Provisions, all costs for the work described for those traffic control bid
items shall be included by the Contractor in the unit contract prices for
the various other bid items contained within the proposal. The
Contractor shall estimate these costs based on the Contractor’s
contemplated work procedures.
When traffic control bid items are included in the bid proposal, payment
is limited to the following work areas:
1. The entire construction area under contract and for a distance to
include the initial warning signs for the beginning of the project
and the END OF CONSTRUCTION sign. Any warning signs for side
streets on the approved TCP are also included. If the project
consists of two or more sections, the limits will apply to each
section individually.
2. A detour provided in the plans or approved by the City’s Traffic
Control Supervisor for by-passing all or any portion of the
construction, irrespective of whether or not the termini of the
detour are within the limits of the Contract.
No payment will be made to the Contractor for traffic control items
required in connection with the movement of equipment or the hauling
Midway Creek Bridge Repair/Madfai 1 - 30 July 27, 2020
Project Number: 20-3005
of materials outside of the limits of 1 and 2 above, or for temporary
road closures subject to the provisions of Section 1-07.23(1) of the
WSDOT Standard Specifications.
Midway Creek Bridge Repair/Madfai 2 - 1 July 27, 2020
Project Number: 20-3005
DIVISION 2 – EARTHWORK
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-02.1 Description
This work also includes the repair of adjacent improvements that were
not designated for removal, but that were damaged by the Contractor’s
operations.
SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS
WITH THE FOLLOWING:
2-02.3 Construction Requirements
The City has identified the following materials that are marked for
removal, but that will be salvaged as part of this project:
None
All improvements that are not designated for removal, but that are
damaged by the Contractor’s operations shall be replaced, restored, or
repaired at the Contractor’s sole expense. The Engineer’s determination
regarding what replacement, restoration, or repair must be made by
the Contractor to repair damage caused by the Contractor’s removal
operations is final.
SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters
In removing pavement, sidewalks, and curbs the Contractor shall:
1. Haul broken-up pieces of concrete and asphalt pavement off-
project site, unless otherwise directed by the Engineer, or
permitted by the Kent Special Provisions.
2. Material that is to be incorporated into the embankment shall be
broken into pieces not exceeding 18 inches in any dimension, and
no part of any piece shall be within three feet of the top, side or
end surface of the embankment or any structure.
3. Make a vertical saw cut between any existing pavement, sidewalk,
or curb that is to remain and the portion to be removed. When
asphalt pavements are being widened, the vertical saw cut shall be
made at least 1-foot from the edge of the existing pavement, and
at least 2-feet from the closest edge of any cement concrete curb
that will remain or be replaced, unless otherwise directed by the
Engineer.
4. Replace at no expense to the City any existing pavement
designated to remain that is damaged during the removal of other
pavement, sidewalks, or curbs.
Midway Creek Bridge Repair/Madfai 2 - 2 July 27, 2020
Project Number: 20-3005
5. When cement concrete sidewalk, cement concrete pavement, or
cement concrete curb is being removed, and the removal would
result in a remaining strip of cement concrete less than 5 feet
long, or where in the opinion of the Engineer the remaining portion
of the sidewalk, pavement or curb would be damaged by the
cutting required for the removal, then the entire sidewalk,
pavement or curb shall be removed to the next expansion joint.
SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-02.5 Payment
Payment will be made in accordance with Section 1-04.1, for the
following bid items when they are included in the Proposal:
The unit contract price per square yard for “Remove Existing Asphalt
Concrete Pavement” constitutes complete compensation for all labor,
materials, tools, supplies and equipment required to remove existing
asphalt from sidewalk for a depth of 3 inches, and from roads for a
depth of 6 inches. Included in this price is the cost of hauling and
disposal of the asphalt pavement. Should the Contractor encounter
pavement to be removed which is thicker than 6 inches it shall be paid
according to the following formula:
actual depth in inches
(square yards) x 6 inches = quantity
For example, if the Contractor encounters pavement to be removed
which is 8 inches thick and 100 square yards then the quantity would
be:
8
100’ x 6 = 133 S.Y. No other compensation shall be allowed.
The unit price contract price per lineal foot for “Saw Cut Existing
Asphalt Concrete Pavement” constitutes complete compensation for all
materials, labor and equipment required to saw cut existing pavement
to a depth of 6 inches in accordance with the plans and specifications.
Should the Contractor encounter pavement to be removed which is
thicker than 6 inches, it shall be paid according to the following
formula:
actual depth in inches
(length) x 6 inches = quantity
For example, if the Contractor encounters pavement to be saw cut
which is 8 inches thick and 100 linear feet then the quantity would be:
8
length x 6 = 133 LF. No other compensation shall be allowed.
Midway Creek Bridge Repair/Madfai 2 - 3 July 27, 2020
Project Number: 20-3005
A vertical saw cut shall be required between any existing pavement,
sidewalk, or curb that is to remain and the portion to be removed. The
costs of other types of pavement cutting, such as “wheel cutting”, shall
be considered incidental to other bid items and no payment will be
allowed under this item unless the pavement is actually saw cut.
2-03 ROADWAY EXCAVATION AND EMBANKMENT
2-03.3 Construction Requirements
SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-03.3(7)C Contractor-Provided Disposal Site
The City has not provided a waste site. The Contractor shall arrange for
disposal and provide any necessary disposal sites in accordance with
Section 2-03.3(7)C of the WSDOT Standard Specifications.
The Contractor is responsible for determining which permits are
required for the selected disposal sites.
Within the City, wetlands are identified by using the Corps of Engineers
Wetlands Delineation Manual dated January 1987.
SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-03.3(14)D Compaction and Moisture Control Tests
Maximum density will be determined by the Modified Proctor Method
ASTM D-1557.
All compaction tests if required will be performed by the City.
2-06 SUBGRADE PREPARATION
2-06.3 Construction Requirements
SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE
FOLLOWING:
2-06.3(1) Subgrade for Surfacing
6. The prepared subgrade shall be compacted in the top 0.50 foot to
95 percent of maximum dry density per ASTM D-1557 for a cut
section. If the underlying subgrade is too soft to permit
compaction of the upper 0.5 foot layer, the Contractor shall loosen
(or excavate and remove), and compact the subgrade until the top
layer can meet compaction requirements. Fill sections shall be
prepared in accordance with the Standard Specification Section
2-03.3(14)C, Method B except ASTM D-1557 shall determine the
maximum density.
Midway Creek Bridge Repair/Madfai 2 - 4 July 27, 2020
Project Number: 20-3005
SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-06.5 Measurement and Payment
The cost for work required for compaction of the subgrade shall be
included by the Contractor in the unit contract price of other bid items.
2-07 WATERING
SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
2-07.4 Measurement
The Contractor shall obtain a hydrant meter and permit from the City
Maintenance Shop located at 5821 South 240th Street 253-856-5600 to
measure the quantities of water used. Hydrant wrenches are also
available at the City Maintenance Shops at the Contractors option. No
additional deposit is required for the hydrant wrench. The City shall
provide all water that comes from the City water system.
Prior to issuance of the hydrant meter (and wrench if applicable) and
permit, the Contractor shall make a hydrant meter deposit to the City
Customer Service Division located on the first floor of the Centennial
Center at 400 West Gowe Street 253-856-5200. The said deposit is
refundable provided the Contractor returns the hydrant meter (and
wrench if applicable) to the City Maintenance Shops undamaged.
The Contractor shall provide his own gate valve on the hose side
of the hydrant meter with which to control water flow.
The hydrant meter permit duration is two (2) months. At the end of the
permit duration, the Contractor shall deliver the hydrant meter (and
wrench if applicable) to the City Maintenance Shops for reading. If the
Contractor requires another hydrant meter and permit at the time a
meter is returned to the City Maintenance Shops, he shall request a
meter and one shall be provided. An additional meter deposit will not be
required. The Contractors initial hydrant meter deposit shall be
transferred to the new meter issued.
Midway Creek Bridge Repair/Madfai 4 - 1 July 27, 2020
Project Number: 20-3005
DIVISION 4 – BASES
DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION:
4-03 GRAVEL BORROW
4-03.1 Description
This work shall consist of constructing one or more layers of gravel
borrow upon a prepared subgrade in accordance with these
specifications and in conformity with the lines, grades, depths, and
typical cross-section shown in the plans or as established by the
Engineer.
4-03.2 Materials
Materials shall meet the minimum requirements of the following section
in the Kent Special Provisions:
Gravel Borrow .......................... 9-03.14(1)
4-03.3 Construction Requirements
Gravel borrow shall be uniformly spread upon the prepared subgrade to
the depth, width, and cross-sections shown in the plans. Construction
methods used shall meet the appropriate requirements of Section
4-04.3.
4-03.4 Measurement
Gravel borrow will be measured in the same manner prescribed for the
measurement of crushed surfacing materials as set forth in Section
4-04.4.
4-03.5 Payment
Payment will be made in accordance with Section 1-04.1, for the
following bid item when they are included in the Proposal:
The unit contract price per ton for “Gravel Borrow, Including Haul and
Compaction” constitutes complete compensation for furnishing all labor,
materials, tools, supplies, and equipment necessary to haul, place,
finish grade, and compact the gravel borrow as shown on the plans and
described in the specifications. This item shall be used for roadway
subbase, backfill for water, storm sewer, electrical conduit trenches,
and other excavation backfill and compaction unless otherwise noted.
4-04 BALLAST AND CRUSHED SURFACING
4-04.3 Construction Requirements
Midway Creek Bridge Repair/Madfai 4 - 2 July 27, 2020
Project Number: 20-3005
SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
4-04.3(2) Subgrade
The Contractor is responsible for any delays or costs incurred as a
result of placing ballast or surface materials before approval is received
from the Engineer.
SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING:
4-04.3(5) Shaping and Compaction
Surfacing shall be compacted in depths not to exceed 6 inches except
top course shall not exceed 2 inches unless otherwise directed. Density
shall be at least 95 percent of maximum density per ASTM D-1557
using a nuclear gauge. Compaction of each layer must be approved by
the Engineer before the next succeeding layer of surfacing or pavement
is placed thereon.
SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
4-04.3(7) Miscellaneous Requirements
The Contractor is solely responsible for any delays or additional costs
incurred as a result of placing ballast or succeeding courses of surfacing
materials before approval to proceed is received from the Engineer.
SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
4-04.5 Payment
“Crushed Surfacing Top Course, 5/8 Inch Minus”
“Crushed Surfacing Base Course, 1-1/4 Inch Minus”
The unit contract price per ton for the above items constitutes complete
compensation for furnishing all labor, materials, tools, supplies, and
equipment necessary to haul, place, finish grade, and compact the
material as shown on the plans and described in the specifications.
These items shall also be used for roadway or driveway remedial work
or patching as requested by the Engineer. Quantities used for pipe zone
bedding shall be measured and paid separately under the appropriate
bid item.
Midway Creek Bridge Repair/Madfai 5 - 1 July 27, 2020
Project Number: 20-3005
DIVISION 5 – SURFACE TREATMENTS AND PAVEMENTS
NOTE: If the contract also includes underground utility construction, permanent
surface treatments and pavements shall not be placed until an as-built survey and
testing of the new underground utilities have been completed.
Verification that utility construction conforms to the line and grade requirements of
Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the
Engineer prior to authorizing paving to begin. Also, each new utility must pass all
appropriate tests specified herein for the type of utility prior to paving.
5-02 BITUMINOUS SURFACE TREATMENT
SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-02.5 Payment
Anti-stripping additive shall be included in the price of asphalt (grade)
per ton. The quantity of asphalt material shall not be reduced by the
quantity of anti-stripping additive.
5-04 HOT MIX ASPHALT
SECTION 5-04 IS DELETED AND REPLACED IN ITS ENTIRETY WITH THE
FOLLOWING:
5-04.1 Description
This Work shall consist of providing and placing one or more layers of
plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in
accordance with these Specifications and the lines, grades, thicknesses,
and typical cross-sections shown in the Plans. The manufacture of HMA
may include warm mix asphalt (WMA) processes in accordance with
these Specifications. WMA processes include organic additives, chemical
additives, and foaming.
HMA shall be composed of asphalt binder and mineral materials as may
be required, mixed in the proportions specified to provide a
homogeneous, stable, and workable mixture.
5-04.2 Materials
Materials shall meet the requirements of the following sections:
Portland Cement 9-01
Asphalt Binder 9-02.1(4)
Cationic Emulsified Asphalt 9-02.1(6)
Anti-Stripping Additive 9-02.4
HMA Additive 9-02.5
Sand 9-03.1(2)
(As noted in 5-04.3(5)C for crack sealing)
Aggregates 9-03.8
Midway Creek Bridge Repair/Madfai 5 - 2 July 27, 2020
Project Number: 20-3005
Recycled Asphalt Pavement 9-03.8(3)B
Mineral Filler 9-03.8(5)
Recycled Material 9-03.21
Joint Sealant 9-04.2
Foam Backer Rod 9-04.2(3)A
The Contract documents may establish that the various mineral
materials required for the manufacture of HMA will be furnished in
whole or in part by the Contracting Agency. If the documents do not
establish the furnishing of any of these mineral materials by the
Contracting Agency, the Contractor shall be required to furnish such
materials in the amounts required for the designated mix. Mineral
materials include coarse and fine aggregates, and mineral filler.
The Contractor may choose to utilize recycled asphalt pavement (RAP)
in the production of HMA. The RAP may be from pavements removed
under the Contract, if any, or pavement material from an existing
stockpile.
The Contractor may use up to 20 percent RAP by total weight of HMA
with no additional sampling or testing of the RAP. The RAP shall be
sampled and tested at a frequency of one sample for every 1,000 tons
produced and not less than ten samples per project. The asphalt
content and gradation test data shall be reported to the Contracting
Agency when submitting the mix design for approval on the QPL. The
Contractor shall include the RAP as part of the mix design as defined in
these Specifications.
The grade of asphalt binder shall be as required by the Contract.
Blending of asphalt binder from different sources is not permitted.
The Contractor may only use warm mix asphalt (WMA) processes in the
production of HMA with 20 percent or less RAP by total weight of HMA.
The Contractor shall submit to the Engineer for approval the process
that is proposed and how it will be used in the manufacture of HMA.
Production of aggregates shall comply with the requirements of Section
3-01.
Preparation of stockpile site, the stockpiling of aggregates, and the
removal of aggregates from stockpiles shall comply with the
requirements of Section 3-02.
ESAL's
The minimum number of ESAL's for the design and acceptance of the
HMA in the contract shall be 11 million.
5-04.2(1) How to Get an HMA Mix Design on the QPL
If the contractor wishes to submit a mix design for inclusion in the
Qualified Products List (QPL), comply with each of the following:
Midway Creek Bridge Repair/Madfai 5 - 3 July 27, 2020
Project Number: 20-3005
Develop the mix design in accordance with WSDOT SOP 732.
Develop a mix design that complies with Sections 9-03.8(2) and 9-
03.8(6).
Develop a mix design no more than 6 months prior to submitting it
for QPL evaluation.
Submit mix designs to the WSDOT State Materials Laboratory in
Tumwater, including WSDOT Form 350-042.
Include representative samples of the materials that are to be
used in the HMA production as part of the mix design submittal.
Identify the brand, type, and percentage of anti-stripping additive
in the mix design submittal.
Include with the mix design submittal a certification from the
asphalt binder supplier that the anti-stripping additive is
compatible with the crude source and the formulation of asphalt
binder proposed for use in the mix design.
Do not include warm mix asphalt (WMA) additives when
developing a mix design or submitting a mix design for QPL
evaluation. The use of warm mix asphalt (WMA) additives is not
part of the process for obtaining approval for listing a mix design
on the QPL. Refer to Section 5-04.2(2)B.
The Contracting Agency’s basis for approving, testing, and evaluating
HMA mix designs for approval on the QPL is dependent on the
contractual basis for acceptance of the HMA mixture, as shown in Table
1.
Table 1
Basis for Contracting Agency Evaluation of HMA Mix Designs for
Approval on the QPL
Contractual Basis for
Acceptance of HMA
Mixture
[see Section
5-04.3(9)]
Basis for Contracting
Agency Approval of
Mix Design for
Placement on QPL
Contracting Agency
Materials Testing for
Evaluation of the Mix
Design
Statistical Evaluation WSDOT Standard
Practice QC-8
The Contracting Agency will
test the mix design materials
for compliance with Sections
9-03.8(2) and 9-03.8(6).
Visual Evaluation Review of Form 350-042
for compliance with
Sections 9-03.8(2) and
9-03.8(6)
The Contracting Agency may
elect to test the mix design
materials, or evaluate in
accordance with WSDOT
Standard Practice QC-8, at
its sole discretion.
If the Contracting Agency approves the mix design, it will be listed on
the QPL for 12 consecutive months. The Contracting Agency may
extend the 12 month listing provided the Contractor submits a
certification letter to the Qualified Products Engineer verifying that the
aggregate source and job mix formula (JMF) gradation, and asphalt
binder crude source and formulation have not changed. The Contractor
may submit the certification no sooner than three months prior to
Midway Creek Bridge Repair/Madfai 5 - 4 July 27, 2020
Project Number: 20-3005
expiration of the initial 12 month mix design approval. Within 7
calendar days of receipt of the Contractor’s certification, the
Contracting Agency will update the QPL. The maximum duration for
approval of a mix design and listing on the QPL will be 24 months from
the date of initial approval or as approved by the Engineer.
5-04.2(1)A Vacant
5-04.2(2) Mix Design – Obtaining Project Approval
No paving shall begin prior to the approval of the mix design by the
Engineer.
Nonstatistical evaluation will be used for all HMA not designated as
Commercial HMA in the contract documents.
Commercial evaluation will be used for Commercial HMA and for other
classes of HMA in the following applications: sidewalks, road
approaches, ditches, slopes, paths, trails, gores, prelevel, and
pavement repair. Other nonstructural applications of HMA accepted by
commercial evaluation shall be as approved by the Project Engineer.
Sampling and testing of HMA accepted by commercial evaluation will be
at the option of the Project Engineer. The Proposal quantity of HMA that
is accepted by commercial evaluation will be excluded from the
quantities used in the determination of nonstatistical evaluation.
Nonstatistical Mix Design. Fifteen days prior to the first day of
paving the contractor shall provide one of the following mix design
verification certifications for Contracting Agency review;
The WSDOT Mix Design Evaluation Report from the current WSDOT
QPL, or one of the mix design verification certifications listed
below.
The proposed HMA mix design on WSDOT Form 350-042 with the
seal and certification (stamp and signature) of a valid licensed
Washington State Professional Engineer.
The Mix Design Report for the proposed HMA mix design developed
by a qualified City or County laboratory that is within one year of
the approval date.
The mix design shall be performed by a lab accredited by a national
authority such as Laboratory Accreditation Bureau, L-A-B for
Construction Materials Testing, The Construction Materials Engineering
Council (CMEC’s) ISO 17025 or AASHTO Accreditation Program (AAP)
and shall supply evidence of participation in the AASHTO: resource
proficiency sample program.
Mix designs for HMA accepted by Nonstatistical evaluation shall;
Have the aggregate structure and asphalt binder content determined in
accordance with WSDOT Standard Operating Procedure 732 and meet
Midway Creek Bridge Repair/Madfai 5 - 5 July 27, 2020
Project Number: 20-3005
the requirements of Sections 9-03.8(2), except that Hamburg testing
for ruts and stripping are at the discretion of the Engineer, and
9-03.8(6).
Have anti-strip requirements, if any, for the proposed mix design
determined in accordance with AASHTO T 283 or T 324, or based on
historic anti-strip and aggregate source compatibility from previous
WSDOT lab testing.
At the discretion of the Engineer, agencies may accept verified mix
designs older than 12 months from the original verification date with a
certification from the Contractor that the materials and sources are the
same as those shown on the original mix design.
Commercial Evaluation Approval of a mix design for “Commercial
Evaluation” will be based on a review of the Contractor’s submittal of
WSDOT Form 350-042 (For commercial mixes, AASHTO T 324
evaluation is not required) or a Mix Design from the current WSDOT
QPL or from one of the processes allowed by this section. Testing of the
HMA by the Contracting Agency for mix design approval is not required.
For the Bid Item Commercial HMA, the Contractor shall select a class of
HMA and design level of Equivalent Single Axle Loads (ESAL’s) specified
herein.
5-04.2(2)B Using Warm Mix Asphalt Processes
The Contractor may elect to use additives that reduce the optimum
mixing temperature or serve as a compaction aid for producing HMA.
Additives include organic additives, chemical additives and foaming
processes. The use of Additives is subject to the following:
Do not use additives that reduce the mixing temperature more
than allowed in Section 5-04.3(6) in the production of mixtures.
Before using additives, obtain the Engineer’s approval using
WSDOT Form 350-076 to describe the proposed additive and
process.
5-04.3 Construction Requirements
5-04.3(1) Weather Limitations
Do not place HMA for wearing course on any Traveled Way beginning
October 1st through March 31st of the following year without written
concurrence from the Engineer.
Do not place HMA on any wet surface, or when the average surface
temperatures are less than those specified below, or when weather
conditions otherwise prevent the proper handling or finishing of the
HMA.
Midway Creek Bridge Repair/Madfai 5 - 6 July 27, 2020
Project Number: 20-3005
Minimum Surface Temperature for Paving
Compacted Thickness
(Feet)
Wearing Course Other Courses
Less than 0.10 55◦F 45◦F
0.10 to 0.20 45◦F 35◦F
More than 0.20 35◦F 35◦F
5-04.3(2) Paving Under Traffic
When the Roadway being paved is open to traffic, the requirements of
this Section shall apply.
The Contractor shall keep intersections open to traffic at all times
except when paving the intersection or paving across the intersection.
During such time, and provided that there has been an advance
warning to the public, the intersection may be closed for the minimum
time required to place and compact the mixture. In hot weather, the
Engineer may require the application of water to the pavement to
accelerate the finish rolling of the pavement and to shorten the time
required before reopening to traffic.
Before closing an intersection, advance warning signs shall be placed
and signs shall also be placed marking the detour or alternate route.
During paving operations, temporary pavement markings shall be
maintained throughout the project. Temporary pavement markings
shall be installed on the Roadway prior to opening to traffic. Temporary
pavement markings shall be in accordance with Section 8-23.
All costs in connection with performing the Work in accordance with
these requirements, except the cost of temporary pavement markings,
shall be included in the unit Contract prices for the various Bid items
involved in the Contract.
5-04.3(3) Equipment
5-04.3(3)A Mixing Plant
Plants used for the preparation of HMA shall conform to the following
requirements:
1. Equipment for Preparation of Asphalt Binder – Tanks for the
storage of asphalt binder shall be equipped to heat and hold the
material at the required temperatures. The heating shall be
accomplished by steam coils, electricity, or other approved means
so that no flame shall be in contact with the storage tank. The
circulating system for the asphalt binder shall be designed to
ensure proper and continuous circulation during the operating
period. A valve for the purpose of sampling the asphalt binder shall
be placed in either the storage tank or in the supply line to the
mixer.
Midway Creek Bridge Repair/Madfai 5 - 7 July 27, 2020
Project Number: 20-3005
2. Thermometric Equipment – An armored thermometer, capable
of detecting temperature ranges expected in the HMA mix, shall be
fixed in the asphalt binder feed line at a location near the charging
valve at the mixer unit. The thermometer location shall be
convenient and safe for access by Inspectors. The plant shall also
be equipped with an approved dial-scale thermometer, a mercury
actuated thermometer, an electric pyrometer, or another approved
thermometric instrument placed at the discharge chute of the drier
to automatically register or indicate the temperature of the heated
aggregates. This device shall be in full view of the plant operator.
3. Heating of Asphalt Binder – The temperature of the asphalt
binder shall not exceed the maximum recommended by the
asphalt binder manufacturer nor shall it be below the minimum
temperature required to maintain the asphalt binder in a
homogeneous state. The asphalt binder shall be heated in a
manner that will avoid local variations in heating. The heating
method shall provide a continuous supply of asphalt binder to the
mixer at a uniform average temperature with no individual
variations exceeding 25°F. Also, when a WMA additive is included
in the asphalt binder, the temperature of the asphalt binder shall
not exceed the maximum recommended by the manufacturer of
the WMA additive.
4. Sampling and Testing of Mineral Materials – The HMA plant
shall be equipped with a mechanical sampler for the sampling of
the mineral materials. The mechanical sampler shall meet the
requirements of Section 1-05.6 for the crushing and screening
operation. The Contractor shall provide for the setup and operation
of the field testing facilities of the Contracting Agency as provided
for in Section 3-01.2(2).
5. Sampling HMA – The HMA plant shall provide for sampling HMA
by one of the following methods:
a. A mechanical sampling device attached to the HMA plant.
b. Platforms or devices to enable sampling from the hauling
vehicle without entering the hauling vehicle.
5-04.3(3)B Hauling Equipment
Trucks used for hauling HMA shall have tight, clean, smooth metal beds
and shall have a cover of canvas or other suitable material of sufficient
size to protect the mixture from adverse weather. Whenever the
weather conditions during the work shift include, or are forecast to
include, precipitation or an air temperature less than 45°F or when time
from loading to unloading exceeds 30 minutes, the cover shall be
securely attached to protect the HMA.
The Contractor shall provide an environmentally benign means to
prevent the HMA mixture from adhering to the hauling equipment.
Excess release agent shall be drained prior to filling hauling equipment
with HMA. Petroleum derivatives or other coating material that
contaminate or alter the characteristics of the HMA shall not be used.
For live bed trucks, the conveyer shall be in operation during the
process of applying the release agent.
Midway Creek Bridge Repair/Madfai 5 - 8 July 27, 2020
Project Number: 20-3005
5-04.3(3)C Pavers
HMA pavers shall be self-contained, power-propelled units, provided
with an internally heated vibratory screed and shall be capable of
spreading and finishing courses of HMA plant mix material in lane
widths required by the paving section shown in the Plans.
The HMA paver shall be in good condition and shall have the most
current equipment available from the manufacturer for the prevention
of segregation of the HMA mixture installed, in good condition, and in
working order. The equipment certification shall list the make, model,
and year of the paver and any equipment that has been retrofitted.
The screed shall be operated in accordance with the manufacturer’s
recommendations and shall effectively produce a finished surface of the
required evenness and texture without tearing, shoving, segregating, or
gouging the mixture. A copy of the manufacturer’s recommendations
shall be provided upon request by the Contracting Agency. Extensions
will be allowed provided they produce the same results, including ride,
density, and surface texture as obtained by the primary screed.
Extensions without augers and an internally heated vibratory screed
shall not be used in the Traveled Way.
When specified in the Contract, reference lines for vertical control will
be required. Lines shall be placed on both outer edges of the Traveled
Way of each Roadway. Horizontal control utilizing the reference line will
be permitted. The grade and slope for intermediate lanes shall be
controlled automatically from reference lines or by means of a mat
referencing device and a slope control device. When the finish of the
grade prepared for paving is superior to the established tolerances and
when, in the opinion of the Engineer, further improvement to the line,
grade, cross-section, and smoothness can best be achieved without the
use of the reference line, a mat referencing device may be substituted
for the reference line. Substitution of the device will be subject to the
continued approval of the Engineer. A joint matcher may be used
subject to the approval of the Engineer. The reference line may be
removed after the completion of the first course of HMA when approved
by the Engineer. Whenever the Engineer determines that any of these
methods are failing to provide the necessary vertical control, the
reference lines will be reinstalled by the Contractor.
The Contractor shall furnish and install all pins, brackets, tensioning
devices, wire, and accessories necessary for satisfactory operation of
the automatic control equipment.
If the paving machine in use is not providing the required finish, the
Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning
or solvent type liquids spilled on the pavement shall be thoroughly
removed before paving proceeds.
Midway Creek Bridge Repair/Madfai 5 - 9 July 27, 2020
Project Number: 20-3005
5-04.3(3)D Material Transfer Device or Material Transfer Vehicle
Use a material transfer device or material transfer vehicle (MTD/V) to
deliver the HMA from the hauling equipment to the paving machine for
any lift in (or partially in) the top 0.30 feet of the pavement section
used in traffic lanes. However, an MTD/V is not required for HMA placed
in irregular shaped and minor areas such as tapers and turn lanes.
The MTD/V shall mix the HMA after delivery by the hauling equipment
and prior to laydown by the paving machine. Mixing of the HMA shall be
sufficient to obtain a uniform temperature throughout the mixture. If a
windrow elevator is used, the length of the windrow may be limited in
urban areas or through intersections, at the discretion of the Engineer.
To be approved for use, an MTV:
1. Shall be self-propelled vehicle, separate from the hauling vehicle
or paver.
2. Shall not be connected to the hauling vehicle or paver.
3. May accept HMA directly from the haul vehicle or pick up HMA from
a windrow.
4. Shall mix the HMA after delivery by the hauling equipment and
prior to placement into the paving machine.
5. Shall mix the HMA sufficiently to obtain a uniform temperature
throughout the mixture.
To be approved for use, an MTD:
1. Shall be positively connected to the paver.
2. May accept HMA directly from the haul vehicle or pick up HMA from
a windrow.
3. Shall mix the HMA after delivery by the hauling equipment and
prior to placement into the paving machine.
4. Shall mix the HMA sufficiently to obtain a uniform temperature
throughout the mixture.
5-04.3(3)E Rollers
Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic
tire type, in good condition and capable of reversing without backlash.
Operation of the roller shall be in accordance with the manufacturer’s
recommendations. When ordered by the Engineer for any roller planned
for use on the project, the Contractor shall provide a copy of the
manufacturer’s recommendation for the use of that roller for
compaction of HMA. The number and weight of rollers shall be sufficient
to compact the mixture in compliance with the requirements of Section
5-04.3(10). The use of equipment that results in crushing of the
aggregate will not be permitted. Rollers producing pickup, washboard,
uneven compaction of the surface, displacement of the mixture or other
undesirable results shall not be used.
Midway Creek Bridge Repair/Madfai 5 - 10 July 27, 2020
Project Number: 20-3005
5-04.3(4) Preparation of Existing Paved Surfaces
When the surface of the existing pavement or old base is irregular, the
Contractor shall bring it to a uniform grade and cross-section as shown
on the Plans or approved by the Engineer.
Preleveling of uneven or broken surfaces over which HMA is to be
placed may be accomplished by using an asphalt paver, a motor patrol
grader, or by hand raking, as approved by the Engineer.
Compaction of preleveling HMA shall be to the satisfaction of the
Engineer and may require the use of small steel wheel rollers, plate
compactors, or pneumatic rollers to avoid bridging across preleveled
areas by the compaction equipment. Equipment used for the
compaction of preleveling HMA shall be approved by the Engineer.
Before construction of HMA on an existing paved surface, the entire
surface of the pavement shall be clean. All fatty asphalt patches, grease
drippings, and other objectionable matter shall be entirely removed
from the existing pavement. All pavements or bituminous surfaces shall
be thoroughly cleaned of dust, soil, pavement grindings, and other
foreign matter. All holes and small depressions shall be filled with an
appropriate class of HMA. The surface of the patched area shall be
leveled and compacted thoroughly. Prior to the application of tack coat,
or paving, the condition of the surface shall be approved by the
Engineer.
A tack coat of asphalt shall be applied to all paved surfaces on which
any course of HMA is to be placed or abutted; except that tack coat
may be omitted from clean, newly paved surfaces at the discretion of
the Engineer. Tack coat shall be uniformly applied to cover the existing
pavement with a thin film of residual asphalt free of streaks and bare
spots at a rate between 0.02 and 0.10 gallons per square yard of
retained asphalt. The rate of application shall be approved by the
Engineer. A heavy application of tack coat shall be applied to all joints.
For Roadways open to traffic, the application of tack coat shall be
limited to surfaces that will be paved during the same working shift.
The spreading equipment shall be equipped with a thermometer to
indicate the temperature of the tack coat material.
Equipment shall not operate on tacked surfaces until the tack has
broken and cured. If the Contractor’s operation damages the tack coat
it shall be repaired prior to placement of the HMA.
The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1
and CSS-1h emulsified asphalt may be diluted once with water at a rate
not to exceed one part water to one part emulsified asphalt. The tack
coat shall have sufficient temperature such that it may be applied
uniformly at the specified rate of application and shall not exceed the
maximum temperature recommended by the emulsified asphalt
manufacturer.
Midway Creek Bridge Repair/Madfai 5 - 11 July 27, 2020
Project Number: 20-3005
5-04.3(4)A Crack Sealing
5-04.3(4)A1 General
When the Proposal includes a pay item for crack sealing, seal all cracks
¼ inch in width and greater.
Cleaning: Ensure that cracks are thoroughly clean, dry and free of all
loose and foreign material when filling with crack sealant material. Use
a hot compressed air lance to dry and warm the pavement surfaces
within the crack immediately prior to filling a crack with the sealant
material. Do not overheat pavement. Do not use direct flame dryers.
Routing cracks is not required.
Sand Slurry: For cracks that are to be filled with sand slurry,
thoroughly mix the components and pour the mixture into the cracks
until full. Add additional CSS-1 cationic emulsified asphalt to the sand
slurry as needed for workability to ensure the mixture will completely
fill the cracks. Strike off the sand slurry flush with the existing
pavement surface and allow the mixture to cure. Top off cracks that
were not completely filled with additional sand slurry. Do not place the
HMA overlay until the slurry has fully cured.
The sand slurry shall consist of approximately 20 percent CSS-1
emulsified asphalt, approximately 2 percent portland cement, water (if
required), and the remainder clean Class 1 or 2 fine aggregate per
Section 9-03.1(2). The components shall be thoroughly mixed and then
poured into the cracks and joints until full. The following day, any
cracks or joints that are not completely filled shall be topped off with
additional sand slurry. After the sand slurry is placed, the filler shall be
struck off flush with the existing pavement surface and allowed to cure.
The HMA overlay shall not be placed until the slurry has fully cured. The
requirements of Section 1-06 will not apply to the portland cement and
sand used in the sand slurry.
In areas where HMA will be placed, use sand slurry to fill the cracks.
In areas where HMA will not be placed, fill the cracks as follows:
1. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant.
2. Cracks greater than 1 inch in width – fill with sand slurry.
Hot Poured Sealant: For cracks that are to be filled with hot poured
sealant, apply the material in accordance with these requirements and
the manufacturer’s recommendations. Furnish a Type 1 Working
Drawing of the manufacturer’s product information and
recommendations to the Engineer prior to the start of work, including
the manufacturer’s recommended heating time and temperatures,
allowable storage time and temperatures after initial heating, allowable
reheating criteria, and application temperature range. Confine hot
poured sealant material within the crack. Clean any overflow of sealant
from the pavement surface. If, in the opinion of the Engineer, the
Midway Creek Bridge Repair/Madfai 5 - 12 July 27, 2020
Project Number: 20-3005
Contractor’s method of sealing the cracks with hot poured sealant
results in an excessive amount of material on the pavement surface,
stop and correct the operation to eliminate the excess material.
5-04.3(4)A2 Crack Sealing Areas Prior to Paving
In areas where HMA will be placed, use sand slurry to fill the cracks.
5-04.3(4)A3 Crack Sealing Areas Not to be Paved
In areas where HMA will not be placed, fill the cracks as follows:
a. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant.
b. Cracks greater than 1 inch in width – fill with sand slurry.
5-04.3(4)B Vacant
5-04.3(4)C Pavement Repair
The Contractor shall excavate pavement repair areas and shall backfill
these with HMA in accordance with the details shown in the Plans and
as marked in the field. The Contractor shall conduct the excavation
operations in a manner that will protect the pavement that is to remain.
Pavement not designated to be removed that is damaged as a result of
the Contractor’s operations shall be repaired by the Contractor to the
satisfaction of the Engineer at no cost to the Contracting Agency. The
Contractor shall excavate only within one lane at a time unless
approved otherwise by the Engineer. The Contractor shall not excavate
more area than can be completely finished during the same shift,
unless approved by the Engineer.
Unless otherwise shown in the Plans or determined by the Engineer,
excavate to a depth of 1.0 feet. The Engineer will make the final
determination of the excavation depth required. The minimum width of
any pavement repair area shall be 40 inches unless shown otherwise in
the Plans. Before any excavation, the existing pavement shall be
sawcut or shall be removed by a pavement grinder. Excavated
materials will become the property of the Contractor and shall be
disposed of in a Contractor-provided site off the Right of Way or used in
accordance with Sections 2-02.3(3) or 9-03.21.
Asphalt for tack coat shall be required as specified in Section
5-04.3(4). A heavy application of tack coat shall be applied to all
surfaces of existing pavement in the pavement repair area.
Placement of the HMA backfill shall be accomplished in lifts not to
exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of
compacted depth may be accomplished with the approval of the
Engineer. Each lift shall be thoroughly compacted by a mechanical
tamper or a roller.
Midway Creek Bridge Repair/Madfai 5 - 13 July 27, 2020
Project Number: 20-3005
5-04.3(5) Producing/Stockpiling Aggregates and RAP
Aggregates and RAP shall be stockpiled according to the requirements
of Section 3-02. Sufficient storage space shall be provided for each size
of aggregate and RAP. Materials shall be removed from stockpile(s) in a
manner to ensure minimal segregation when being moved to the HMA
plant for processing into the final mixture. Different aggregate sizes
shall be kept separated until they have been delivered to the HMA
plant.
5-04.3(5)A Vacant
5-04.3(6) Mixing
After the required amount of mineral materials, asphalt binder,
recycling agent and anti-stripping additives have been introduced into
the mixer the HMA shall be mixed until complete and uniform coating of
the particles and thorough distribution of the asphalt binder throughout
the mineral materials is ensured.
When discharged, the temperature of the HMA shall not exceed the
optimum mixing temperature by more than 25°F as shown on the
reference mix design report or as approved by the Engineer. Also, when
a WMA additive is included in the manufacture of HMA, the discharge
temperature of the HMA shall not exceed the maximum recommended
by the manufacturer of the WMA additive. A maximum water content of
2 percent in the mix, at discharge, will be allowed providing the water
causes no problems with handling, stripping, or flushing. If the water in
the HMA causes any of these problems, the moisture content shall be
reduced as directed by the Engineer.
Storing or holding of the HMA in approved storage facilities will be
permitted with approval of the Engineer, but in no event shall the HMA
be held for more than 24 hours. HMA held for more than 24 hours after
mixing shall be rejected. Rejected HMA shall be disposed of by the
Contractor at no expense to the Contracting Agency. The storage
facility shall have an accessible device located at the top of the cone or
about the third point. The device shall indicate the amount of material
in storage. No HMA shall be accepted from the storage facility when the
HMA in storage is below the top of the cone of the storage facility,
except as the storage facility is being emptied at the end of the
working shift.
Recycled asphalt pavement (RAP) utilized in the production of HMA shall
be sized prior to entering the mixer so that a uniform and thoroughly
mixed HMA is produced. If there is evidence of the recycled asphalt
pavement not breaking down during the heating and mixing of the
HMA, the Contractor shall immediately suspend the use of the RAP until
changes have been approved by the Engineer. After the required
amount of mineral materials, RAP, new asphalt binder and asphalt
rejuvenator have been introduced into the mixer the HMA shall be
mixed until complete and uniform coating of the particles and thorough
Midway Creek Bridge Repair/Madfai 5 - 14 July 27, 2020
Project Number: 20-3005
distribution of the asphalt binder throughout the mineral materials, and
RAP is ensured.
5-04.3(7) Spreading and Finishing
The mixture shall be laid upon an approved surface, spread, and struck
off to the grade and elevation established. HMA pavers complying with
Section 5-04.3(3) shall be used to distribute the mixture. Unless
otherwise directed by the Engineer, the nominal compacted depth of
any layer of any course shall not exceed the following:
HMA Class 1”
wearing course/final lift 0.17 feet
other courses 0.35 feet
HMA Class ¾” and HMA Class ½”
wearing course/final lift 0.17 feet
other courses 0.25 feet
HMA Class ⅜” 0.17 feet
On areas where irregularities or unavoidable obstacles make the use of
mechanical spreading and finishing equipment impractical, the paving
may be done with other equipment or by hand.
When more than one JMF is being utilized to produce HMA, the material
produced for each JMF shall be placed by separate spreading and
compacting equipment. The intermingling of HMA produced from more
than one JMF is prohibited. Each strip of HMA placed during a work shift
shall conform to a single JMF established for the class of HMA specified
unless there is a need to make an adjustment in the JMF.
Reference Section 8-20.3(14)C of the Kent Special Provisions for the
placement of traffic signal detection loops.
5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA
For HMA accepted by nonstatistical evaluation the aggregate properties
of sand equivalent, uncompacted void content and fracture will be
evaluated in accordance with Section 3-04. Sampling and testing of
aggregates for HMA accepted by commercial evaluation will be at the
option of the Engineer.
5-04.3(9) HMA Mixture Acceptance
Acceptance of HMA shall be as provided under nonstatistical, or
commercial evaluation.
Nonstatistical evaluation will be used for the acceptance of HMA unless
Commercial Evaluation is specified.
Commercial evaluation will be used for Commercial HMA and for other
classes of HMA in the following applications: sidewalks, road
approaches, ditches, slopes, paths, trails, gores, prelevel, temporary
Midway Creek Bridge Repair/Madfai 5 - 15 July 27, 2020
Project Number: 20-3005
pavement, and pavement repair. Other nonstructural applications of
HMA accepted by commercial evaluation shall be as approved by the
Engineer. Sampling and testing of HMA accepted by commercial
evaluation will be at the option of the Engineer.
The mix design will be the initial JMF for the class of HMA. The
Contractor may request a change in the JMF. Any adjustments to the
JMF will require the approval of the Engineer and may be made in
accordance with this section.
HMA Tolerances and Adjustments
1. Job Mix Formula Tolerances – The constituents of the mixture
at the time of acceptance shall be within tolerance. The tolerance
limits will be established as follows:
For Asphalt Binder and Air Voids (Va), the acceptance limits are
determined by adding the tolerances below to the approved JMF
values. These values will also be the Upper Specification Limit
(USL) and Lower Specification Limit (LSL) required in Section
1-06.2(2)D2
Property Non-Statistical Evaluation Commercial Evaluation
Asphalt Binder +/- 0.5% +/- 0.7%
Air Voids, Va 2.5% min. and 5.5% max N/A
For Aggregates in the mixture:
a. First, determine preliminary upper and lower acceptance
limits by applying the following tolerances to the approved
JMF.
Aggregate Percent Passing Non-Statistical
Evaluation
Commercial
Evaluation
1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8%
No. 4 sieve +/-6% +/- 8%
No. 8 Sieve +/- 6% +/-8%
No. 200 sieve +/- 2.0% +/- 3.0%
b. Second, adjust the preliminary upper and lower acceptance
limits determined from step (a) the minimum amount
necessary so that none of the aggregate properties are
outside the control points in Section 9-03.8(6). The resulting
values will be the upper and lower acceptance limits for
aggregates, as well as the USL and LSL required in Section
1-06.2(2)D2.
2. Job Mix Formula Adjustments – An adjustment to the aggregate
gradation or asphalt binder content of the JMF requires approval of
the Engineer. Adjustments to the JMF will only be considered if the
change produces material of equal or better quality and may
require the development of a new mix design if the adjustment
exceeds the amounts listed below.
Midway Creek Bridge Repair/Madfai 5 - 16 July 27, 2020
Project Number: 20-3005
a. Aggregates –2 percent for the aggregate passing the 1½″,
1″, ¾″, ½″, ⅜″, and the No. 4 sieves, 1 percent for
aggregate passing the No. 8 sieve, and 0.5 percent for the
aggregate passing the No. 200 sieve. The adjusted JMF shall
be within the range of the control points in Section
9-03.8(6).
b. Asphalt Binder Content – The Engineer may order or
approve changes to asphalt binder content. The maximum
adjustment from the approved mix design for the asphalt
binder content shall be 0.3 percent
5-04.3(9)A Vacant
5-04.3(9)B Vacant
5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation
HMA mixture which is accepted by Nonstatistical Evaluation will be
evaluated by the Contracting Agency by dividing the HMA tonnage into
lots.
5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots
A lot is represented by randomly selected samples of the same mix
design that will be tested for acceptance. A lot is defined as the total
quantity of material or work produced for each Job Mix Formula placed.
Only one lot per JMF is expected. A sublot shall be equal to one day’s
production or 800 tons, whichever is less except that the final sublot
will be a minimum of 400 tons and may be increased to 1200 tons.
All of the test results obtained from the acceptance samples from a
given lot shall be evaluated collectively. If the Contractor requests a
change to the JMF that is approved, the material produced after the
change will be evaluated on the basis of the new JMF for the remaining
sublots in the current lot and for acceptance of subsequent lots. For a
lot in progress with a CPF less than 0.75, a new lot will begin at the
Contractor’s request after the Engineer is satisfied that material
conforming to the Specifications can be produced.
Sampling and testing for evaluation shall be performed on the
frequency of one sample per sublot.
5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling
Samples for acceptance testing shall be obtained by the Contractor
when ordered by the Engineer. The Contractor shall sample the HMA
mixture in the presence of the Engineer and in accordance with
AASHTO T 168. A minimum of three samples should be taken for each
class of HMA placed on a project. If used in a structural application, at
least one of the three samples shall to be tested.
Midway Creek Bridge Repair/Madfai 5 - 17 July 27, 2020
Project Number: 20-3005
Sampling and testing HMA in a Structural application where quantities
are less than 400 tons is at the discretion of the Engineer.
For HMA used in a structural application and with a total project
quantity less than 800 tons but more than 400 tons, a minimum of one
acceptance test shall be performed. In all cases, a minimum of 3
samples will be obtained at the point of acceptance, a minimum of one
of the three samples will be tested for conformance to the JMF:
If the test results are found to be within specification
requirements, additional testing will be at the Engineer’s
discretion.
If test results are found not to be within specification
requirements, additional testing of the remaining samples to
determine a Composite Pay Factor (CPF) shall be performed.
5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing
Testing of HMA for compliance of Va will be at the option of the
Contracting Agency. If tested, compliance of Va will use WSDOT SOP
731.
Testing for compliance of asphalt binder content will be by WSDOT FOP
for AASHTO T 308.
Testing for compliance of gradation will be by FOP for WAQTC T 27/T
11.
5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors
For each lot of material falling outside the tolerance limits in
5-04.3(9), the Contracting Agency will determine a Composite Pay
Factor (CPF) using the following price adjustment factors:
Table of Price Adjustment Factors
Constituent Factor “f”
All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ and No.4 sieves 2
All aggregate passing No. 8 sieve 15
All aggregate passing No. 200 sieve 20
Asphalt binder 40
Air Voids (Va) (where applicable) 20
Each lot of HMA produced under Nonstatistical Evaluation and having all
constituents falling within the tolerance limits of the job mix formula
shall be accepted at the unit Contract price with no further evaluation.
When one or more constituents fall outside the nonstatistical tolerance
limits in the Job Mix Formula shown in Table of Price Adjustment
Midway Creek Bridge Repair/Madfai 5 - 18 July 27, 2020
Project Number: 20-3005
Factors, the lot shall be evaluated in accordance with Section 1-06.2 to
determine the appropriate CPF. The nonstatistical tolerance limits will
be used in the calculation of the CPF and the maximum CPF shall be
1.00. When less than three sublots exist, backup samples of the
existing sublots or samples from the Roadway shall be tested to provide
a minimum of three sets of results for evaluation.
5-04.3(9)C5 Vacant
5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments
For each lot of HMA mix produced under Nonstatistical Evaluation when
the calculated CPF is less than 1.00, a Nonconforming Mix Factor
(NCMF) will be determined. The NCMF equals the algebraic difference of
CPF minus 1.00 multiplied by 60 percent. The total job mix compliance
price adjustment will be calculated as the product of the NCMF, the
quantity of HMA in the lot in tons, and the unit Contract price per ton of
mix.
If a constituent is not measured in accordance with these
Specifications, its individual pay factor will be considered 1.00 in
calculating the Composite Pay Factor (CPF).
5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests
The Contractor may request a sublot be retested. To request a retest,
the Contractor shall submit a written request within 7 calendar days
after the specific test results have been received. A split of the original
acceptance sample will be retested. The split of the sample will not be
tested with the same tester that ran the original acceptance test. The
sample will be tested for a complete gradation analysis, asphalt binder
content, and, at the option of the agency, Va. The results of the retest
will be used for the acceptance of the HMA in place of the original
sublot sample test results. The cost of testing will be deducted from any
monies due or that may come due the Contractor under the Contract at
the rate of $500 per sample.
5-04.3 (9)D Mixture Acceptance – Commercial Evaluation
If sampled and tested, HMA produced under Commercial Evaluation and
having all constituents falling within the tolerance limits of the job mix
formula shall be accepted at the unit Contract price with no further
evaluation. When one or more constituents fall outside the commercial
tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall
be evaluated in accordance with Section 1-06.2 to determine the
appropriate CPF. The commercial tolerance limits will be used in the
calculation of the CPF and the maximum CPF shall be 1.00. When less
than three sublots exist, backup samples of the existing sublots or
samples from the street shall be tested to provide a minimum of three
sets of results for evaluation.
Midway Creek Bridge Repair/Madfai 5 - 19 July 27, 2020
Project Number: 20-3005
For each lot of HMA mix produced and tested under Commercial
Evaluation when the calculated CPF is less than 1.00, a Nonconforming
Mix Factor (NCMF) will be determined. The NCMF equals the algebraic
difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix
Compliance Price Adjustment will be calculated as the product of the
NCMF, the quantity of HMA in the lot in tons, and the unit Contract
price per ton of mix.
If a constituent is not measured in accordance with these
Specifications, its individual pay factor will be considered 1.00 in
calculating the Composite Pay Factor (CPF).
5-04.3(10) HMA Compaction Acceptance
HMA mixture accepted by nonstatistical evaluation that is used in traffic
lanes, including lanes for intersections, ramps, truck climbing, weaving,
and speed change, and having a specified compacted course thickness
greater than 0.10-foot, shall be compacted to a specified level of
relative density. The specified level of relative density shall be a
Composite Pay Factor (CPF) of not less than 0.75 when evaluated in
accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92
percent of the maximum density). The maximum density shall be
determined by WSDOT FOP for AASHTO T 729. The specified level of
density attained will be determined by the evaluation of the density of
the pavement. The density of the pavement shall be determined in
accordance with WSDOT FOP for WAQTC TM 8, except that gauge
correlation will be at the discretion of the Engineer, when using the
nuclear density gauge and WSDOT SOP 736 when using cores to
determine density.
Tests for the determination of the pavement density will be taken in
accordance with the required procedures for measurement by a nuclear
density gauge or roadway cores after completion of the finish rolling.
If the Contracting Agency uses a nuclear density gauge to determine
density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T
729 will be used on the day the mix is placed and prior to opening to
traffic.
Roadway cores for density may be obtained by either the Contracting
Agency or the Contractor in accordance with WSDOT SOP 734. The core
diameter shall be 4-inches minimum, unless otherwise approved by the
Engineer. Roadway cores will be tested by the Contracting Agency in
accordance with WSDOT FOP for AASHTO T 166.
If the Contract includes the Bid item “Roadway Core” the cores shall be
obtained by the Contractor in the presence of the Engineer on the same
day the mix is placed and at locations designated by the Engineer. If
the Contract does not include the Bid item “Roadway Core” the
Contracting Agency may obtain the cores.
Midway Creek Bridge Repair/Madfai 5 - 20 July 27, 2020
Project Number: 20-3005
For a lot in progress with a CPF less than 0.75, a new lot will begin at
the Contractor’s request after the Engineer is satisfied that material
conforming to the Specifications can be produced.
HMA mixture accepted by commercial evaluation and HMA constructed
under conditions other than those listed above shall be compacted on
the basis of a test point evaluation of the compaction train. The test
point evaluation shall be performed in accordance with instructions
from the Engineer. The number of passes with an approved compaction
train, required to attain the maximum test point density, shall be used
on all subsequent paving.
HMA for preleveling shall be thoroughly compacted. HMA that is used
for preleveling wheel rutting shall be compacted with a pneumatic tire
roller unless otherwise approved by the Engineer.
Test Results
For a sublot that has been tested with a nuclear density gauge that did
not meet the minimum of 92 percent of the reference maximum density
in a compaction lot with a CPF below 1.00 and thus subject to a price
reduction or rejection, the Contractor may request that a core be used
for determination of the relative density of the sublot. The relative
density of the core will replace the relative density determined by the
nuclear density gauge for the sublot and will be used for calculation of
the CPF and acceptance of HMA compaction lot.
When cores are taken by the Contracting Agency at the request of the
Contractor, they shall be requested by noon of the next workday after
the test results for the sublot have been provided or made available to
the Contractor. Core locations shall be outside of wheel paths and as
determined by the Engineer. Traffic control shall be provided by the
Contractor as requested by the Engineer. Failure by the Contractor to
provide the requested traffic control will result in forfeiture of the
request for cores. When the CPF for the lot based on the results of the
HMA cores is less than 1.00, the cost for the coring will be deducted
from any monies due or that may become due the Contractor under the
Contract at the rate of $200 per core and the Contractor shall pay for
the cost of the traffic control.
5-04.3(10)A HMA Compaction – General Compaction Requirements
Compaction shall take place when the mixture is in the proper condition
so that no undue displacement, cracking, or shoving occurs. Areas
inaccessible to large compaction equipment shall be compacted by
other mechanical means. Any HMA that becomes loose, broken,
contaminated, shows an excess or deficiency of asphalt, or is in any
way defective, shall be removed and replaced with new hot mix that
shall be immediately compacted to conform to the surrounding area.
The type of rollers to be used and their relative position in the
compaction sequence shall generally be the Contractor’s option,
provided the specified densities are attained. Unless the Engineer has
Midway Creek Bridge Repair/Madfai 5 - 21 July 27, 2020
Project Number: 20-3005
approved otherwise, rollers shall only be operated in the static mode
when the internal temperature of the mix is less than 175°F.
Regardless of mix temperature, a roller shall not be operated in a mode
that results in checking or cracking of the mat. Rollers shall only be
operated in static mode on bridge decks.
5-04.3(10)B HMA Compaction – Cyclic Density
Low cyclic density areas are defined as spots or streaks in the
pavement that are less than 90 percent of the theoretical maximum
density. At the Engineer’s discretion, the Engineer may evaluate the
HMA pavement for low cyclic density, and when doing so will follow
WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be
assessed for any 500-foot section with two or more density readings
below 90 percent of the theoretical maximum density.
5-04.3(10)C Vacant
5-04.3(10)D HMA Nonstatistical Compaction
5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots
HMA compaction which is accepted by nonstatistical evaluation will be
based on acceptance testing performed by the Contracting Agency
dividing the project into compaction lots.
A lot is represented by randomly selected samples of the same mix
design that will be tested for acceptance. A lot is defined as the total
quantity of material or work produced for each Job Mix Formula placed.
Only one lot per JMF is expected. A sublot shall be equal to one day’s
production or 400 tons, whichever is less except that the final sublot
will be a minimum of 200 tons and may be increased to 800 tons.
Testing for compaction will be at the rate of 5 tests per sublot per
WSDOT T 738.
The sublot locations within each density lot will be determined by the
Engineer. For a lot in progress with a CPF less than 0.75, a new lot will
begin at the Contractor’s request after the Engineer is satisfied that
material conforming to the Specifications can be produced.
HMA mixture accepted by commercial evaluation and HMA constructed
under conditions other than those listed above shall be compacted on
the basis of a test point evaluation of the compaction train. The test
point evaluation shall be performed in accordance with instructions
from the Engineer. The number of passes with an approved compaction
train, required to attain the maximum test point density, shall be used
on all subsequent paving.
HMA for preleveling shall be thoroughly compacted. HMA that is used to
prelevel wheel ruts shall be compacted with a pneumatic tire roller
unless otherwise approved by the Engineer.
Midway Creek Bridge Repair/Madfai 5 - 22 July 27, 2020
Project Number: 20-3005
5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance
Testing
The location of the HMA compaction acceptance tests will be randomly
selected by the Engineer from within each sublot, with one test per
sublot.
5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments
For each compaction lot with one or two sublots, having all sublots
attain a relative density that is 92 percent of the reference maximum
density the HMA shall be accepted at the unit Contract price with no
further evaluation. When a sublot does not attain a relative density that
is 92 percent of the reference maximum density, the lot shall be
evaluated in accordance with Section 1-06.2 to determine the
appropriate CPF. The maximum CPF shall be 1.00, however, lots with a
calculated CPF in excess of 1.00 will be used to offset lots with CPF
values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90
will be evaluated for compliance per 5-04.3(11). Additional testing by
either a nuclear moisture-density gauge or cores will be completed as
required to provide a minimum of three tests for evaluation.
For compaction below the required 92% a Non-Conforming Compaction
Factor (NCCF) will be determined. The NCCF equals the algebraic
difference of CPF minus 1.00 multiplied by 40 percent. The Compaction
Price Adjustment will be calculated as the product of CPF, the quantity
of HMA in the compaction control lot in tons, and the unit Contract price
per ton of mix.
5-04.3(11) Reject Work
5-04.3(11)A Reject Work General
Work that is defective or does not conform to Contract requirements
shall be rejected. The Contractor may propose, in writing, alternatives
to removal and replacement of rejected material. Acceptability of such
alternative proposals will be determined at the sole discretion of the
Engineer. HMA that has been rejected is subject to the requirements in
Section 1-06.2(2) and this specification, and the Contractor shall
submit a corrective action proposal to the Engineer for approval.
5-04.3(11)B Rejection by Contractor
The Contractor may, prior to sampling, elect to remove any defective
material and replace it with new material. Any such new material will be
sampled, tested, and evaluated for acceptance.
5-04.3(11)C Rejection Without Testing (Mixture or Compaction)
The Engineer may, without sampling, reject any batch, load, or section
of Roadway that appears defective. Material rejected before placement
Midway Creek Bridge Repair/Madfai 5 - 23 July 27, 2020
Project Number: 20-3005
shall not be incorporated into the pavement. Any rejected section of
Roadway shall be removed.
No payment will be made for the rejected materials or the removal of
the materials unless the Contractor requests that the rejected material
be tested. If the Contractor elects to have the rejected material tested,
a minimum of three representative samples will be obtained and tested.
Acceptance of rejected material will be based on conformance with the
nonstatistical acceptance Specification. If the CPF for the rejected
material is less than 0.75, no payment will be made for the rejected
material; in addition, the cost of sampling and testing shall be borne by
the Contractor. If the CPF is greater than or equal to 0.75, the cost of
sampling and testing will be borne by the Contracting Agency. If the
material is rejected before placement and the CPF is greater than or
equal to 0.75, compensation for the rejected material will be at a CPF of
0.75. If rejection occurs after placement and the CPF is greater than or
equal to 0.75, compensation for the rejected material will be at the
calculated CPF with an addition of 25 percent of the unit Contract price
added for the cost of removal and disposal.
5-04.3(11)D Rejection - A Partial Sublot
In addition to the random acceptance sampling and testing, the
Engineer may also isolate from a normal sublot any material that is
suspected of being defective in relative density, gradation or asphalt
binder content. Such isolated material will not include an original
sample location. A minimum of three random samples of the suspect
material will be obtained and tested. The material will then be
statistically evaluated as an independent lot in accordance with Section
1-06.2(2).
5-04.3(11)E Rejection - An Entire Sublot
An entire sublot that is suspected of being defective may be rejected.
When a sublot is rejected a minimum of two additional random samples
from this sublot will be obtained. These additional samples and the
original sublot will be evaluated as an independent lot in accordance
with Section 1-06.2(2).
5-04.3(11)F Rejection - A Lot in Progress
The Contractor shall shut down operations and shall not resume HMA
placement until such time as the Engineer is satisfied that material
conforming to the Specifications can be produced:
1. When the Composite Pay Factor (CPF) of a lot in progress drops
below 1.00 and the Contractor is taking no corrective action, or
2. When the Pay Factor (PF) for any constituent of a lot in progress
drops below 0.95 and the Contractor is taking no corrective action,
or
3. When either the PFi for any constituent or the CPF of a lot in
progress is less than 0.75.
Midway Creek Bridge Repair/Madfai 5 - 24 July 27, 2020
Project Number: 20-3005
5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction)
An entire lot with a CPF of less than 0.75 will be rejected.
5-04.3(12) Joints
5-04.3(12)A HMA Joints
5-04.3(12)A1 Transverse Joints
The Contractor shall conduct operations such that the placing of the top
or wearing course is a continuous operation or as close to continuous as
possible. Unscheduled transverse joints will be allowed and the roller
may pass over the unprotected end of the freshly laid mixture only
when the placement of the course must be discontinued for such a
length of time that the mixture will cool below compaction temperature.
When the Work is resumed, the previously compacted mixture shall be
cut back to produce a slightly beveled edge for the full thickness of the
course.
A temporary wedge of HMA constructed on a 20H:1V shall be
constructed where a transverse joint as a result of paving or planing is
open to traffic. The HMA in the temporary wedge shall be separated
from the permanent HMA by strips of heavy wrapping paper or other
methods approved by the Engineer. The wrapping paper shall be
removed and the joint trimmed to a slightly beveled edge for the full
thickness of the course prior to resumption of paving.
The material that is cut away shall be wasted and new mix shall be laid
against the cut. Rollers or tamping irons shall be used to seal the joint.
5-04.3(12)A2 Longitudinal Joints
The longitudinal joint in any one course shall be offset from the course
immediately below by not more than 6 inches nor less than 2 inches. All
longitudinal joints constructed in the wearing course shall be located at
a lane line or an edge line of the Traveled Way. A notched wedge joint
shall be constructed along all longitudinal joints in the wearing surface
of new HMA unless otherwise approved by the Engineer. The notched
wedge joint shall have a vertical edge of not less than the maximum
aggregate size or more than ½ of the compacted lift thickness and then
taper down on a slope not steeper than 4H:1V. The sloped portion of
the HMA notched wedge joint shall be uniformly compacted.
5-04.3(12)B Bridge Paving Joint Seals
5-04.3(12)B1 HMA Sawcut and Seal
Prior to placing HMA on the bridge deck, establish sawcut alignment
points at both ends of the bridge paving joint seals to be placed at the
bridge ends, and at interior joints within the bridge deck when and
Midway Creek Bridge Repair/Madfai 5 - 25 July 27, 2020
Project Number: 20-3005
where shown in the Plans. Establish the sawcut alignment points in a
manner that they remain functional for use in aligning the sawcut after
placing the overlay.
Submit a Type 1 Working Drawing consisting of the sealant
manufacturer’s application procedure.
Construct the bridge paving joint seal as specified on the Plans and in
accordance with the detail shown in the Standard Plans. Construct the
sawcut in accordance with the detail shown in the Standard Plan.
Construct the sawcut in accordance with Section 5-05.3(8)B and the
manufacturer’s application procedure.
5-04.3(12)B2 Paved Panel Joint Seal
Construct the paved panel joint seal in accordance with the
requirements specified in Section 5-04.3(12)B1 and the following
requirement:
Clean and seal the existing joint between concrete panels in accordance
with Section 5-01.3(8) and the details shown in the Standard Plans.
5-04.3(13) Surface Smoothness
The completed surface of all courses shall be of uniform texture,
smooth, uniform as to crown and grade, and free from defects of all
kinds. The completed surface of the wearing course shall not vary more
than ⅛ inch from the lower edge of a 10-foot straightedge placed on
the surface parallel to the centerline. The transverse slope of the
completed surface of the wearing course shall vary not more than ¼
inch in 10 feet from the rate of transverse slope shown in the Plans.
When deviations in excess of the above tolerances are found that result
from a high place in the HMA, the pavement surface shall be corrected
by one of the following methods:
1. Removal of material from high places by grinding with an approved
grinding machine, or
2. Removal and replacement of the wearing course of HMA, or
3. By other method approved by the Engineer.
Correction of defects shall be carried out until there are no deviations
anywhere greater than the allowable tolerances.
Deviations in excess of the above tolerances that result from a low
place in the HMA and deviations resulting from a high place where
corrective action, in the opinion of the Engineer, will not produce
satisfactory results will be accepted with a price adjustment. The
Engineer shall deduct from monies due or that may become due to the
Contractor the sum of $500.00 for each and every section of single
traffic lane 100 feet in length in which any excessive deviations
described above are found.
Midway Creek Bridge Repair/Madfai 5 - 26 July 27, 2020
Project Number: 20-3005
When utility appurtenances such as manhole covers and valve boxes
are located in the traveled way, the utility appurtenances shall be
adjusted to the finished grade prior to paving. This requirement may be
waived when requested by the Contractor, at the discretion of the
Engineer or when the adjustment details provided in the project plan or
specifications call for utility appurtenance adjustments after the
completion of paving.
Utility appurtenance adjustment discussions will be included in the Pre-
Paving planning (5-04.3(14)B3). Submit a written request to waive this
requirement to the Engineer prior to the start of paving.
5-04.3(14) Planing (Milling) Bituminous Pavement
The planing plan must be approved by the Engineer and a pre planing
meeting must be held prior to the start of any planing. See Section
5-04.3(14)B2 for information on planing submittals.
Planing operations shall be performed no more than 7 calendar days
ahead of the time the planed area is to be paved, unless otherwise
allowed by the Engineer in writing.
Locations of existing surfacing to be planed are as shown in the
Drawings.
Where planing an existing pavement is specified in the Contract, the
Contractor must remove existing surfacing material and to reshape the
surface to remove irregularities. The finished product must be a
prepared surface acceptable for receiving an HMA overlay.
Use the cold milling method for planing unless otherwise specified in
the Contract. Do not use the planer on the final wearing course of new
HMA.
Conduct planing operations in a manner that does not tear, break,
burn, or otherwise damage the surface which is to remain. The finished
planed surface must be slightly grooved or roughened and must be free
from gouges, deep grooves, ridges, or other imperfections. The
Contractor must repair any damage to the surface by the Contractor’s
planing equipment, using an Engineer approved method.
Repair or replace any metal castings and other surface improvements
damaged by planing, as determined by the Engineer.
A tapered wedge cut must be planed longitudinally along curb lines
sufficient to provide a minimum of 4 inches of curb reveal after
placement and compaction of the final wearing course. The dimensions
of the wedge must be as shown on the Drawings or as specified by the
Engineer.
Midway Creek Bridge Repair/Madfai 5 - 27 July 27, 2020
Project Number: 20-3005
A tapered wedge cut must also be made at transitions to adjoining
pavement surfaces (meet lines) where butt joints are shown on the
Drawings. Cut butt joints in a straight line with vertical faces 2 inches
or more in height, producing a smooth transition to the existing
adjoining pavement.
After planing is complete, planed surfaces must be swept, cleaned, and
if required by the Contract, patched and preleveled.
The Engineer may direct additional depth planing. Before performing
this additional depth planing, the Contractor must conduct a hidden
metal in pavement detection survey as specified in Section
5-04.3(14)A.
5-04.3(14)A Pre-Planing Metal Detection Check
Before starting planing of pavements, and before any additional depth
planing required by the Engineer, the Contractor must conduct a
physical survey of existing pavement to be planed with equipment that
can identify hidden metal objects.
Should such metal be identified, promptly notify the Engineer.
See Section 1-07.16(1) regarding the protection of survey
monumentation that may be hidden in pavement.
The Contractor is solely responsible for any damage to equipment
resulting from the Contractor’s failure to conduct a pre-planing metal
detection survey, or from the Contractor’s failure to notify the Engineer
of any hidden metal that is detected.
5-04.3(14)B Paving and Planing Under Traffic
5-04.3(14)B1 General
In addition the requirements of Section 1-07.23 and the traffic controls
required in Section 1-10, and unless the Contract specifies otherwise or
the Engineer approves, the Contractor must comply with the following:
1. Intersections:
a. Keep intersections open to traffic at all times, except when
paving or planing operations through an intersection requires
closure. Such closure must be kept to the minimum time
required to place and compact the HMA mixture, or plane as
appropriate. For paving, schedule such closure to individual
lanes or portions thereof that allows the traffic volumes and
schedule of traffic volumes required in the approved traffic
control plan. Schedule work so that adjacent intersections are
not impacted at the same time and comply with the traffic
control restrictions required by the Traffic Engineer. Each
individual intersection closure or partial closure, must be
Midway Creek Bridge Repair/Madfai 5 - 28 July 27, 2020
Project Number: 20-3005
addressed in the traffic control plan, which must be submitted
to and accepted by the Engineer, see Section 1-10.2(2).
b. When planing or paving and related construction must occur
in an intersection, consider scheduling and sequencing such
work into quarters of the intersection, or half or more of an
intersection with side street detours. Be prepared to sequence
the work to individual lanes or portions thereof.
c. Should closure of the intersection in its entirety be necessary,
keep such closure to the minimum time required to place and
compact the HMA mixture, plane, remove asphalt, tack coat,
and as needed.
d. Any work in an intersection requires advance warning in both
signage and a number of Working Days advance notice as
determined by the Engineer, to alert traffic and emergency
services of the intersection closure or partial closure.
e. Allow new compacted HMA asphalt to cool to ambient
temperature before any traffic is allowed on it. Traffic is not
allowed on newly placed asphalt until approval has been
obtained from the Engineer.
2. Temporary centerline marking, post-paving temporary marking,
temporary stop bars, and maintaining temporary pavement
marking must comply with Section 8-23.
3. Permanent pavement marking must comply with Section 8-22.
5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan
The Contractor must submit a separate planing plan and a separate
paving plan to the Engineer at least 5 Working Days in advance of each
operation’s activity start date. These plans must show how the moving
operation and traffic control are coordinated, as they will be discussed
at the pre-planing briefing and pre-paving briefing. When requested by
the Engineer, the Contractor must provide each operation’s traffic
control plan on 24 x 36 inch or larger size Shop Drawings with a scale
showing both the area of operation and sufficient detail of traffic
beyond the area of operation where detour traffic may be required. The
scale on the Shop Drawings is 1 inch = 20 feet, which may be changed
if the Engineer agrees sufficient detail is shown.
The planing operation and the paving operation include, but are not
limited to, metal detection, removal of asphalt and temporary asphalt
of any kind, tack coat and drying, staging of supply trucks, paving
trains, rolling, scheduling, and as may be discussed at the briefing.
When intersections will be partially or totally blocked, provide
adequately sized and noticeable signage alerting traffic of closures to
come, a minimum 2 Working Days in advance. The traffic control plan
must show where police officers will be stationed when signalization is
or may be, countermanded, and show areas where flaggers are
proposed.
At a minimum, the planing and the paving plan must include:
Midway Creek Bridge Repair/Madfai 5 - 29 July 27, 2020
Project Number: 20-3005
1. A copy of the accepted traffic control plan, see Section
1-10.2(2), detailing each day’s traffic control as it relates to the
specific requirements of that day’s planing and paving. Briefly
describe the sequencing of traffic control consistent with the
proposed planing and paving sequence, and scheduling of
placement of temporary pavement markings and channelizing
devices after each day’s planing, and paving.
2. A copy of each intersection’s traffic control plan.
3. Haul routes from Supplier facilities, and locations of temporary
parking and staging areas, including return routes. Describe the
complete round trip as it relates to the sequencing of paving
operations.
4. Names and locations of HMA Supplier facilities to be used.
5. List of all equipment to be used for paving.
6. List of personnel and associated job classification assigned to each
piece of paving equipment.
7. Description (geometric or narrative) of the scheduled sequence of
planing and of paving, and intended area of planing and of paving
for each day’s work, must include the directions of proposed
planing and of proposed paving, sequence of adjacent lane paving,
sequence of skipped lane paving, intersection planing and paving
scheduling and sequencing, and proposed notifications and
coordination to be timely made. The plan must show HMA joints
relative to the final pavement marking lane lines.
8. Names, job titles, and contact information for field, office, and
plant supervisory personnel.
9. A copy of the approved Mix Designs.
10. Tonnage of HMA to be placed each day.
11. Approximate times and days for starting and ending daily
operations.
5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing
At least 2 Working Days before the first paving operation and the first
planing operation, or as scheduled by the Engineer for future paving
and planing operations to ensure the Contractor has adequately
prepared for notifying and coordinating as required in the Contract, the
Contractor must be prepared to discuss that day’s operations as they
relate to other entities and to public safety and convenience, including
driveway and business access, garbage truck operations, Metro transit
operations and working around energized overhead wires, school and
nursing home and hospital and other accesses, other contractors who
may be operating in the area, pedestrian and bicycle traffic, and
emergency services. The Contractor, and Subcontractors that may be
part of that day’s operations, must meet with the Engineer and discuss
the proposed operation as it relates to the submitted planing plan and
paving plan, approved traffic control plan, and public convenience and
safety. Such discussion includes, but is not limited to:
1. General for both Paving Plan and for Planing Plan:
a. The actual times of starting and ending daily operations.
Midway Creek Bridge Repair/Madfai 5 - 30 July 27, 2020
Project Number: 20-3005
b. In intersections, how to break up the intersection, and
address traffic control and signalization for that operation,
including use of peace officers.
c. The sequencing and scheduling of paving operations and of
planing operations, as applicable, as it relates to traffic
control, to public convenience and safety, and to other
contractors who may operate in the Project Site.
d. Notifications required of Contractor activities, and
coordinating with other entities and the public as necessary.
e. Description of the sequencing of installation and types of
temporary pavement markings as it relates to planing and to
paving.
f. Description of the sequencing of installation of, and the
removal of, temporary pavement patch material around
exposed castings and as may be needed.
g. Description of procedures and equipment to identify hidden
metal in the pavement, such as survey monumentation,
monitoring wells, street car rail, and castings, before planing,
see Section 5-04.3(14)B2.
h. Description of how flaggers will be coordinated with the
planing, paving, and related operations.
i. Description of sequencing of traffic controls for the process of
rigid pavement base repairs.
j. Other items the Engineer deems necessary to address.
2. Paving – additional topics:
a. When to start applying tack and coordinating with paving.
b. Types of equipment and numbers of each type of equipment
to be used. If more pieces of equipment than personnel are
proposed, describe the sequencing of the personnel operating
the types of equipment. Discuss the continuance of operator
personnel for each type of equipment as it relates to meeting
Specification requirements.
c. Number of JMFs to be placed, and if more than one JMF how
the Contractor will ensure different JMFs are distinguished,
how pavers and MTVs are distinguished if more than one JMF
is being placed at the time, and how pavers and MTVs are
cleaned so that one JMF does not adversely influence the
other JMF.
d. Description of contingency plans for that day’s operations
such as equipment breakdown, rain out, and Supplier
shutdown of operations.
e. Number of sublots to be placed, sequencing of density testing,
and other sampling and testing.
5-04.3(15) Sealing Pavement Surfaces
Apply a fog seal where shown in the plans. Construct the fog seal in
accordance with Section 5-02.3. Unless otherwise approved by the
Engineer, apply the fog seal prior to opening to traffic.
Midway Creek Bridge Repair/Madfai 5 - 31 July 27, 2020
Project Number: 20-3005
5-04.3(16) HMA Road Approaches
HMA approaches shall be constructed at the locations shown in the
Plans or where staked by the Engineer. The Work shall be performed in
accordance with Section 5-04.
5-04.3(17) Pavement Reinforcement
The Contractor shall install the asphalt interlay fabric at the locations
and to the dimensions shown on the Plans and as directed by the
Engineer. The interlay fabric shall be placed on existing asphalt or
concrete pavement to be overlaid with HMA mix specified in the
contract.
CONSTRUCTION REQUIREMENTS
All equipment, tools, and machines used in the performance of the work
shall be subject to the approval of the Engineer and shall be maintained
in satisfactory working condition at all times.
Equipment for surface cleaning shall be capable of effectively removing
oil, grease, dust, dirt or other objectionable materials from the
pavement.
Application equipment shall consist of suitable brooms, distributor, and
laydown machine as required.
The distributor shall have a capacity of not less than 1,000 gallons and
shall be so designed, equipped, maintained and operated that asphalt
material of an even heat shall be uniformly applied at the required rate.
It shall be insulated and equipped with an adequate heating device. It
shall be equipped with a 10-foot spray bar with extensions, pressure
pump and gauge, with a volume gauge so located as to be observed
easily by the inspector from the ground, a tachometer to control
accurately the speed and spread of asphalt, and two thermometers, one
to be installed permanently in the tank to indicate temperature of the
asphalt at all times. The power for operating the pressure pump shall
be supplied by an independent power unit which will develop a
minimum of 25 pounds per square inch pressure at the spray bar.
The laydown machine shall consist of a small tractor with attachment
for the fabric installation. Bucket loaders or backhoes are not permitted
for installation.
The Contractor shall not begin application of the interlay fabric until he
has demonstrated, to the satisfaction of the Engineer, that all labor,
equipment, and materials necessary to apply the interlay fabric are
either on hand or readily available.
MATERIALS
The approved products are:
1. TenCate Mirafi MPM30 (PGM-30)
2. Tensar GlasPave 25
Midway Creek Bridge Repair/Madfai 5 - 32 July 27, 2020
Project Number: 20-3005
3. Roadmat RM35
The material properties of the asphalt interlay fabric shall conform to all
design and nominal performance standards of TenCate Mirafi MPM30
(PGM-30), Tensar GlasPave 25, Roadmat RM35 or the properties listed
below in Table 2.01. Submittals shall include independent confirmation
of the material properties.
Table 2.01 – Physical Properties of the asphalt interlay fabric
Property ASTM Test
Method
Units Min. Avg.
Roll Value
Tensile Strength @ 0º
Tensile Strength @ 90º D5035 lbs/in 200
200
Tensile Elongation % < 5.0
Melting Point (glass) D276 °F (°C ) 450º (232º)
Asphalt Retention D6140 gal/yd² 0.10
Mass per Unit Area D5261 oz/yd² 4.0
STORAGE
The paving interlayer rolls shall be labeled, with a durable label
indicating manufacturer, product name or style number, roll and lot
number, and roll dimensions shall be attached to each roll.
The paving interlayer rolls shall be delivered and handled in a manner
to prevent damage and shall be inspected for defects and damage prior
to use.
The paving interlayer shall be stored in a dry covered condition, free
from dust, dirt, off the ground, flat to prevent bowing, protected from
precipitation, ultraviolet radiation, strong chemicals, sparks and flames,
temperatures in excess 71 °C (160 °F) and other environmental
condition that could cause damage.
WEATHER AND MOISTURE LIMITATIONS
Work shall not be done during wet weather conditions nor when the
pavement and ambient air temperatures are below 50°F. The pavement
shall be surface-dry at the time of the application of the asphalt.
SURFACE PREPARATION
All areas of base failure shall be removed and replaced to acceptable
industry standards for the specific traffic loads and condition of the
project.
Pre-Leveling, if necessary, shall be done prior to placing paving
interlayer. The pavement surface shall be free of all foreign materials
such as dirt, grease, etc. Prior to applying the asphalt, all dust and
loose material shall be removed from the pavement surface with
compressed air. Existing cracks shall be filled as specified elsewhere
under “Crack Sealing.”
Midway Creek Bridge Repair/Madfai 5 - 33 July 27, 2020
Project Number: 20-3005
In an overlay or milled surface application, repair all failed pavement
areas prior to installation of the paving interlayer. Fill all cracks ¼” or
greater with approved material.
Immediately prior to placement of paving interlayer, the pavement
surface shall be dry, cleaned of anything that would interfere with
adhesion, for e.g., vegetation, moss, dirt, gravel or water.
A leveling or "scratch" course is recommended when road surface is not
acceptable and shall be of proper gradation and sufficient thickness to
achieve a smooth, level surface with no gaps greater than ¼” depth
and width or be acceptable to the project engineer.
A finish grind may be used as an alternative to an asphalt leveling
course being placed, when you can achieve the final surface texture has
no cracks, gaps or vertical angles greater the ¼” depth and width or be
acceptable to the project engineer. In all cases the surface must be
clean and dry and the application rate of the Hot PG grade asphalt
binder shall be increased to insure complete interlayer saturation and
bonding.
INSTALLATION
A. Apply the asphalt interlay fabric in a hot PG graded asphalt binder.
Asphalt Emulsion is NOT acceptable for placing paving interlayer
due to time delay for it to break and the difficulty in insuring
quality as installed.
B. Asphalt Binder
1. A hot asphalt binder shall be applied to saturate the paving
interlayer (min. to be the asphalt retention rate) plus amount
needed to bond to existing surface and the new overlay. The
asphalt binder to be used shall be PG58H –22 (PG64 -22) or
higher. Sustained ambient temperatures (above 90º) may
require a stiffer binder gradation like PG58V –22 (PG70 -22)
or higher to improve set time and reduce risk of fabric pick-up
under construction traffic.
2. The hot asphalt binder shall be applied per the paving
interlayer manufacturer or as directed by the Engineer. For
TenCate Mirafi MPM30 the hot asphalt binder shall be applied
at a rate of 0.10 Gal/SY on a new HMA leveling surface. On an
old smooth surface or a clean fine milled surface apply hot
asphalt binder shall be applied at a rate of 0.12 Gal/SY. For
Tensar GlasPave 25 the hot asphalt binder shall be applied at
a rate of 0.15 Gal/SY on a new pavement surface, 0.17
Gal/SY on an aged oxidized surface, and a rate of 0.2 Gal/SY
on a milled surface.
3. Spray application shall extend four (4) inches wider than
width of paving interlayer on lap side. Hot asphalt binder
application shall be wide enough to cover the entire width of
engineered paving mat material overlaps. The hot asphalt
Midway Creek Bridge Repair/Madfai 5 - 34 July 27, 2020
Project Number: 20-3005
binder shall be applied only as far in advance of the
engineered paving mat material installation as is appropriate
to ensure a tacky surface at the time of the engineered
paving mat material placement. Traffic shall not be allowed on
the hot asphalt binder.
4. The hot asphalt binder shall be applied by a distributor truck
in a smooth uniform manner at as low a temperature as is
possible to achieve the right application rate, depending on
ambient and road surface temperatures and type of PG
asphalt binder used. Temperature of the hot asphalt binder
shall be sufficiently high enough to permit uniform spray
pattern and shall be between 350º F and 400º F. The air
temperature shall be 50º F and rising for placement of the hot
asphalt binder coat.
C. The paving interlayer shall be installed with equipment in good
working order that is capable of installing the fabric without
wrinkles or manually as needed and recommended by
manufacturer.
1. Initial alignment of the interlay fabric is very important, since
the fabric direction cannot be changed appreciably without
causing wrinkles. If the alignment of the interlay fabric must
be changed, the fabric shall be cut and realigned, overlapping
the previous material and proceeding as before.
2. If manual lay-down methods are used, the paving fabric shall
be unrolled, aligned, and placed in increments of
approximately thirty (30) feet or as project engineer suggest.
3. The material shall be placed flat and wrinkle-free. The paving
interlayer installation may require hand brooming as
necessary to eliminate ripples that may occur during
installation.
4. Brooming or squeegee of paving interlayer is required to
insure adequate adhesion into the hot asphalt binder before
the hot asphalt binder has cooled and lost tackiness. If the
interlayer wrinkles more than 1” height during installation, the
wrinkle shall be cut and lapped in the direction of paving. In
these repaired areas, additional hot asphalt binder shall be
applied as needed to achieve a sound bond to the substrate.
Damaged engineered paving mat shall be removed and
replaced, per the manufacturer's recommendations, at the
contractor's expense with the same type of material.
5. To ease installations around curves, the paving fabric can be
placed in shortened lengths by mechanical equipment or by
hand.
Midway Creek Bridge Repair/Madfai 5 - 35 July 27, 2020
Project Number: 20-3005
6. Paving interlayer shall be lapped two (2) to four (4) inches
longitudinally and two (2) to four (4) inches transversely.
Transverse laps shall be in the direction of the asphalt
concrete overlay placement insuring hot asphalt binder is
placed under the overlap. The interlay fabric shall be neatly
cut and contoured at all joints.
7. Excess hot asphalt binder that bleeds through the engineered
paving mat under normal construction traffic shall be
countered by broadcasting clean sand or hot mix to create a
bond break between the excess hot asphalt binder and the
construction equipment tires. Excess blotting sand shall be
removed from the interlayer prior to placing the HMA overlay.
No other material, such as asphalt release agents or diesel,
shall be used for this purpose.
8. No traffic, except necessary construction traffic or emergency
vehicles, shall be driven on the engineered paving mat, unless
approved by the engineer. If traffic on the interlayer is
approved by the engineer, clean sand shall be lightly
broadcasted over the engineered paving mat interlayer, and
any loose sand shall be removed prior to paving.
9. Turning of construction equipment and other vehicles shall be
gradual and kept to a minimum to avoid damage to the
paving interlayer. Caution: Parking on the installed paving
fabric prior to final overlay for extended periods could cause
damage to the interlayer.
10. Placement of the first lift of the HMA overlay shall closely
follow placement of the engineered paving mat. All areas in
which the engineered paving mat has been placed shall be
paved during the same day, unless approved otherwise by the
engineer. In the event of rainfall on the engineered paving
mat prior to the placement of the first HMA overlay lift, the
engineered paving mat shall be allowed to dry before the HMA
is placed. The compacted thickness of the first lift of the HMA
overlay on the engineered paving mat shall not be less than
1.5 inches, and the temperature of the mix at placement shall
not exceed the engineered paving mat melting point
temperature. Where the total HMA overlay thickness is less
than 1.5 inches, engineered paving mat shall not be placed.
NOTE: Minimum lift thickness should be at least 3 times the
nominal maximum aggregate size to ensure aggregate can
align themselves during compaction to achieve required
density and also to ensure mix is impermeable.
11. Paving interlayer should never be installed when it or the
pavement surface is wet.
12. The Contractor shall not place more interlay fabric on the
roadway than can be overlaid the same day with Hot Mix
Midway Creek Bridge Repair/Madfai 5 - 36 July 27, 2020
Project Number: 20-3005
Asphalt. No fabric, except that which is required for normal
lapped joints, shall be exposed to traffic.
13. In the event of breakdown of the paving operation, the
interlay fabric which has not been overlaid shall be dusted
with sand to break the tackiness of the sealant so traffic does
not pick up the fabric. The application rate shall uniformly
dust the roadway as approved by the Engineer. More than one
application of sand may be required. Before placing the
asphalt concrete, the fabric surface shall be broomed to
remove the excess sand as directed by the Engineer. The
sand shall meet the graduation requirements of the Section
9-03.1(2)B of the WSDOT Standard Specifications.
WORKMANSHIP AND QUALITY CONTROL
A Technical Representative for the manufacturer of the paving
interlayer shall be on the project to work with the Contractor’s
personnel and to provide the necessary technical assistance to ensure
the satisfactory placement of the interlay fabric and HMA overlay. The
representative shall not leave the project until the Engineer is satisfied
that the Contractor has a full understanding of what is required to place
the interlay fabric satisfactorily. The installing contractor shall give
sufficient notice of planned work schedule such that proper inspection
of workmanship is accomplished.
1. Daily, the Contractor shall certify that interlayer was installed per
plans and specifications and confirm, by weight tickets and
measuring asphalt used, that the hot asphalt binder usage equates
to the specified amount for proper interlayer saturation and
bonding.
2. Hot asphalt binder application rate shall not be reduced without
the Engineer’s approval.
3. Certification of compliance from the binder supplier shall be
provided for each load of hot asphalt binder delivered to the
jobsite, showing the type and quality of material delivered.
4. The Contractor shall provide satisfactory confirmation to the
Engineer, for each Street Section, showing the total quantity of
asphalt binder installed, at the proper application rate as published
by the manufacturer.
5-04.4 Measurement
HMA Cl. ½” PG 58V-22, HMA for Pavement Repairs will be measured by
the ton in accordance with Section 1-09.2, with no deduction being
made for the weight of asphalt binder, mineral filler, or any other
component of the mixture. If the Contractor elects to remove and
replace mix as allowed by Section
5-04.3(11), the material removed will not be measured.
Midway Creek Bridge Repair/Madfai 5 - 37 July 27, 2020
Project Number: 20-3005
5-04.5 Payment
Payment will be made for each of the following Bid items that are
included in the Proposal:
The unit contract price per ton for “HMA Cl. ½” PG 58V-22” shall be full
compensation for all costs incurred to carry out the requirements of
Section 5-04 except for those costs included in other items which are
included in the Subsection and which are included in the Proposal. This
work shall include the cost to install an asphalt thickened edge and/or
the pre-leveling work in the areas identified on the plans. The cost for
anti-stripping additive and water shall be included in this bid item.
No payment will be made for temporary pavement markings.
Temporary pavement markings shall be incidental to the project and
cost shall be included in the various items of the Contract.
Midway Creek Bridge Repair/Madfai 6 - 1 July 27, 2020
Project Number: 20-3005
DIVISION 6 - STRUCTURES
6-05 PILING SECTION 6-05.1 IS SUPPLEMENTED WITH THE FOLLOWING: 6-05.1 Description
This work shall consist of furnishing and driving sheet piles of the type
and dimensions designated in the Plans including cutting off and corner
sections when required. Included shall be the installation of a waler
tieback and deadman anchor system. Piling shall conform to and be
installed in accordance with Section 6-05 and these specifications, and
to the location, elevation, penetration shown on the Plans or as directed
by the Engineer.
The project geotechnical investigation report is provided in Appendix 2
of these special provisions. SECTION 6-05.2 IS SUPPLEMENTED WITH THE FOLLOWING: 6-05.2 Materials
Sheet Pile
Sheet pile shall be:
AZ-14-770 Minimum section = 25.2 in^3 per ft.
ASTM 572 grade 50
Minimum Thickness = 0.375 inch.
Anchor Rod
1-1/4” Diameter All thread Rebar Grade 75 ASTM-A-615
Galvanized per ASTM A-153
Heavy Hex Nut & Washer
ASTM-A-108
Galvanized
Anchor Plates and Waler Beam
ASTM A 572 Grade 50
Galvanized per ASTM A-153
5/8” Abutment Cover Plates
ASTM A 36
Black
Bolts & Nuts & Hardware for Waler Beam
ASTM A 325 Galvanized per ASTM A153
Midway Creek Bridge Repair/Madfai 6 - 2 July 27, 2020
Project Number: 20-3005
Deadman Anchor
AZ 14-770 Min section 25.2 in^3 per ft.
ASTM 572 grade 50
Minimum Thickness 0.375 inch.
Coatings
The outside face of the sheet pile wall sections and deadman anchor
sections shall be coated with a minimum of two coats of coal tar epoxy
SSPC Paint 16 (Black) with an approved inorganic primer.
Smooth PVC Sleeve
PVC 1120 of ASTM D-1785 Schedule 40
New sheet piling is preferred for the project. Used sheet piling may be
used with approval from the engineer, provided that the sheets are
straight, and true with no damage to the ends and edges and without
measurable section loss due to corrosion.
Construction Requirements
Layout
The sheet pile wall layout shall be based relative to the existing bridge
abutment. The center of the wall system shall align with the center of
the bridge.
Sheet Pile
The existing bridge backwall shall be located by excavation prior to
driving any sheet pile. The new piling shall be driven to provide the
specified gap between the sheets and the bridge backwall. After all
piling has been installed, the excavated area behind the sheet pile wall,
around the tie backs and the deadman anchor shall be filled with CDF
meeting the requirements of Section 2-09.3(1)E of the standard
specifications modified as noted below.
All pick point holes in the steel sheet pile sections shall be filled or
covered with a steel plate after installation.
The CDF used for this project shall have a minimum 28 day
compressive strength of 150 psi.
The roadway section area above the CDF shall be patched with a
pavement section and base as shown in the plans. The final grade and
width shall match the existing conditions.
Min tip elevation. Sheet pile shall be installed to the minimum tip
elevation below the existing ground shown on the plans. If the
minimum tip elevation cannot be achieved with vibratory or impact
hammers, per section 6-05.3(11)D of the standard specification pre-
boring will be required.
Midway Creek Bridge Repair/Madfai 6 - 3 July 27, 2020
Project Number: 20-3005
Piling Driving Equipment
The Contractor shall supply all equipment for driving piles, extracting
piles and removing or shifting sheet pile obstructions.
Pile driving equipment shall be either variable moment vibratory
hammer or hydraulic press type. Impact hammers will not be allowed.
The Contractor shall supply a chisel beam for dealing with obstructions.
This will be considered part of the Contractors standard equipment to
perform the work. Procurement or mobilization of the chisel beam will
not be considered for payment.
Obstructions
An obstruction shall be defined as any object, such as but not limited
to, boulders, logs, old foundations, etc., whose presence was not
obvious or specifically noted on the Drawings and that cannot be driven
through or around with normal driving procedures, but requires
additional excavation or other procedures to remove or miss the
obstruction. When an obstruction is encountered, the Contractor shall
notify the Engineer and upon concurrence of the Engineer, the
Contractor shall begin working to break up, push aside, or remove the
obstruction. The obstruction shall be removed, broken up, pushed
aside, or penetrated with a chisel beam unless otherwise directed by
the Engineer. If the Contractor demonstrates to the Engineer that
removal of the obstruction is impractical, the Contractor shall make
modifications to the sheet piling construction specified in the Contract
Plans as directed by the Engineer. Modifications to the sheet piling
construction include, but are not limited to changes to the wall
alignment and sheet pile elevations.
Contractor shall spend a minimum of one hour attempting to break up
or remove the object before it will be considered an obstruction.
Engineer shall be the sole judge of whether an obstruction has been
encountered.
Cutting Off and Splicing
Pilings driven to refusal or to the point where additional penetration
cannot be attained and are extending above the required top elevation
shall be cut off to the required elevation, as directed by the Engineer.
The tops of pilings excessively battered during driving shall be trimmed
when directed at no cost to the City. Piling cutoffs shall become the
property of the Contractor and shall be removed from the site. All
cutting shall be done in a neat and workmanlike manner. A straight
edge shall be used in cuts made by burning to avoid abrupt nicks
SECTION 6-05.4 IS SUPPLEMENTED WITH THE FOLLOWING: 6-05.4 Measurement
“Furnish and Drive Sheet Piling” will be measured by the projected
square foot area of sheet pile installed in both the main wall and the
anchor. The measurement will extend from the top cut off elevation to
Midway Creek Bridge Repair/Madfai 6 - 4 July 27, 2020
Project Number: 20-3005
the actual lower tip elevation installed, multiplied by the horizontal
length measured along the face.
The “Sheet Pile Waler and Deadman System” materials will not be
measured for payment but shall be considered as a complete system in
place. Sheet pile sections used for the deadman shall be measured and
paid for under the items “Furnish and Drive Sheet Piling”.
SECTION 6-05.5 IS SUPPLEMENTED WITH THE FOLLOWING: 6-05.5 Payment
The unit price per square foot for “Furnish and Drive Sheet Piling” shall
be full payment to furnish and deliver all material, mobilize all
equipment, drive, prebore, cutoff, and all other items necessary for a
complete wall system. Included in the contract unit price shall be all
cost for coatings, excavation, CDF backfill.
The contract lump sum price for “Sheet Pile Waler and Deadman
System” shall be full payment to furnish, galvanize and install the steel
waler beam, anchor beam, tie rods, rod couplers, abutment cover
plates, PVC pipes, connection bolts, splice plates, welding and all other
items necessary for a complete anchor and tie back system as shown in
the plans. Included in the contract lump sum price shall be all cost for
excavation and CDF backfill.
Payment for “Sheet Piling – Removing Obstructions or Construction
Modifications”, per force account will be made for the costs associated
with dealing with the obstruction.
When an obstruction is encountered, the Contractor shall notify the
Engineer for concurrence and documentation. The Contractor shall
spend a minimum of one hour attempting to break up or remove the
object before it will be considered an obstruction. The one-hour time
period will begin after the Engineer is notified and agrees.
The Contractor and the Engineer shall evaluate the effort made and
reach agreement on the labor, equipment, materials, and other
resources utilized. Measurement for effort for dealing with obstructions
will begin after the one-hour period and will end once the Contractor
resumes typical sheet piles installation (i.e. once the chisel beam is put
down and hammer set back on the sheet piles). The payment amount
will be determined based on the agreed to cost items using the rate and
markup methods specified in the WSDOT Standard Specifications
Section 1-09.6. For the purpose of providing a common proposal for all
Bidders, the City has entered an amount for the item “Sheet Piling –
Removing Obstructions or Construction Modifications” in the Bid
Proposal to become part of the total bid.
Midway Creek Bridge Repair/Madfai 8 - 1 July 27, 2020
Project Number: 20-3005
DIVISION 8 – MISCELLANEOUS CONSTRUCTION
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL
SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.1 Description
This work consists of erosion and sedimentation control procedures
(TESCP) as shown on the construction plans, specified in these Kent
Special Provisions, and ordered by the Engineer as work proceeds. The
TESCP are intended to minimize erosion and sedimentation as well as
protect waters of the state and the city’s municipal separate storm
sewer system (MS4) as required by law.
SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.2 Materials
Materials shall meet the requirements of the following sections of the
Kent Special Provisions and the WSDOT Standard Specifications:
Tackifier ............................... 8-01.3(2)E and 9-14.5(7)
Seed .................................... 8-02.3(9)B and 9-14.3
Fertilizer ............................... 8-02.3(9)B and 9-14.4
Mulch and Amendments .......... 8-02.3(11)A and 9-14.5
8-01.3 Construction Requirements
SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(1) General
Preventing and controlling pollution, erosion, runoff, and related
damage requires the Contractor to install temporary stormwater best
management practices (BMPs) as per the plans and as directed by the
City.
As site conditions dictate, additional BMPs may be required. The
Contractor shall anticipate the need for additional best management
practices and propose necessary changes to the City.
Should the Contractor fail to install the required temporary erosion and
sediment control (TESC) measures or to perform maintenance in a
timely manner, or fail to take immediate action to install additional
approved measures, all fines, cost of cleanup, costs for delays and
down time shall be borne by the Contractor.
All cost for this work shall be paid for under the unit contract bid prices.
The upgrading of the TESCP facilities shall not constitute a basis for
additional working days for this project.
The Contractor shall provide the Engineer a minimum of two working
days notice prior to clearing adjacent to any wetland, creek or other
Midway Creek Bridge Repair/Madfai 8 - 2 July 27, 2020
Project Number: 20-3005
sensitive area. During the construction period, no disturbance beyond
the flagged clearing limits shall be permitted. The flagging shall be
maintained by the Contractor for the duration of construction.
The TESC facilities shall be in accordance with and conform to the Kent
Surface Water Design Manual, the WSDOT Standards Specifications,
and the Ecology Construction Stormwater General Permit (if applicable),
except as modified by the Kent Design and Construction Standards or
these Kent Special Provisions.
It shall be the responsibility of the Contractor to notify the City at once
of any TESC deficiencies or changes in conditions such as rutting and or
erosion that may occur during construction. The Contractor may
recommend possible solutions to the Engineer in order to resolve any
problems that are occurring.
The requirements of this section shall apply to all areas of the site
subject to construction activity as described in the WSDOT Standard
Specifications, the Kent Special Provisions and contract plans, including
Contractor construction support facilities, Contractor personnel parking
areas, equipment and material storage/laydown areas, and other areas
utilized by the Contractor for completion of the work. Nothing in this
section shall relieve the Contractor from complying with other contract
requirements.
SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(1)A Submittals
Prior to the start of any construction activities, the Contractor shall
submit for the Engineer’s review and approval, the following, as
necessitated by the work:
1. Dewatering Plan
2. Spill Prevention Control and Countermeasures Plan
3. Stream Bypass Plan for in-water work
4. Name and contact info for Contractor’s CESCL
SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
8-01.3(1)F Applicable Regulations and Criteria
All construction activities are subject to applicable federal, state, and
local permits. The Contractor shall comply with requirements of
applicable state and local regulatory requirements, including, but not
limited to the following:
1. WAC 173-201A Water Quality Standards for Surface Waters of the
State of Washington
2. RCW 90.48.080 Discharge of pollutants in waters prohibited
3. City of Kent 2017 Surface Water Design Manual
Midway Creek Bridge Repair/Madfai 8 - 3 July 27, 2020
Project Number: 20-3005
4. Construction Stormwater General Permit – WA Department of
Ecology
8-01.3(1)G Water Quality Monitoring
Sampling of site stormwater discharges is only required if the project is
covered under the WA Department of Ecology Construction Stormwater
General Permit or if there is a suspected discharge that exceeds state
water quality standards.
If the project is covered under the Construction Stormwater General
Permit, then the Contractor shall conduct sampling as per the
conditions listed in the permit.
Any results that are outside the appropriate range of compliance will
require immediate implementation of adaptive management as outlined
in applicable permits, stormwater pollution prevention plan, and as
directed by the Engineer.
All sampling records shall be submitted to the Engineer by the last day
of the monitoring period. All necessary adaptive management
requirements shall be the responsibility of the Contractor to implement
and maintain.
All costs for this work shall be included in the various unit contract bid
prices.
SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(2)E Tackifiers
Unless specified otherwise, wood cellulose fiber mulch per Section
9-14(5)10 of the Standard Specifications shall have tackifier
incorporated into the mulch fiber during manufacture. If additional
tackifier is required, the tackifier shall be organic tackifier as specified
in Section 9-14.5(7)A of the WSDOT Standard Specifications. When
specified, tackifiers shall be applied in accordance with the
manufacturer's recommendations.
8-01.3(9) Sediment Control Barriers
SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(9)D Inlet Protection
Cleaning and maintenance of inlet protection shall not flush sediment,
or sediment-laden water into the downstream system.
SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-01.3(17) Vehicle Maintenance and Storage
Midway Creek Bridge Repair/Madfai 8 - 4 July 27, 2020
Project Number: 20-3005
Handling and storage of fuel, oil and chemicals shall not take place
within 50 feet of waterways. Storage shall be in dike tanks and barrels
with drip pans provided under the dispensing area. Shut-off and lock
valves shall be provided on hoses. Fuel, oil, and chemicals shall be
dispensed only during daylight hours unless approved by the engineer.
Fencing shall be provided around storage area. Locks shall be provided
on all valves, pumps, and tanks. Materials used to clean up fuel, oil,
and chemical spills shall be disposed of as directed by the engineer.
Water used for washing vehicles and equipment shall not be allowed to
enter storm drains or other State waters. No processed waste water(s)
of any kind shall be discharged onto the ground, to surface waters, or
to stormwater conveyance systems.
SECTION 8-01.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.5(2) Payment
The unit contract price per acre for “Seeding, Fertilizing, and Mulching”
shall be full pay for all labor, materials tools and equipment necessary
to complete the above said hydroseeding, seeding, fertilizing and
mulching at the locations shown on the plans.
Water, fertilizer and mulch shall be provided by the Contractor as
necessary to maintain and establish the seeded areas and is considered
incidental to this bid item. Topsoil Type B is considered incidental to this
bid item unless a specific bid item is listed in the proposal. The cost of
baffling or blocking over spray as required to prevent over spray onto
the sidewalk, curbing and non-planter areas is incidental to the unit
price.
The unit bid price per lineal foot for “Filter Fabric Fence” constitutes
complete compensation for all labor, tools, materials, supplies and
equipment necessary to construct and install the fence as shown on the
plans, including fabric, posts and gravel to anchor fabric. This bid item
also includes: maintenance throughout the project; and removal and
disposal of the fence and accumulated sediment as directed by the
Engineer.
The unit bid price per square yard for “Straw Mulch” constitutes
complete compensation for all materials, tools, labor and equipment
required for applying straw mulch on exposed soils for erosion control
as directed by the Engineer. Straw shall be in an air-dried condition,
and free of noxious weeds and other materials detrimental to plant life.
The unit contract price per hour for “ESC Lead” shall be full pay for all
duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control
(ESC) Lead) in per hour increments.
Midway Creek Bridge Repair/Madfai 8 - 5 July 27, 2020
Project Number: 20-3005
8-02 ROADSIDE RESTORATION
SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.1 Description
Drawings and Specifications:
Definitions: The word “provide” means “furnish and install” (for
landscaping only).
Dimensions and Measurements: Dimensions govern when shown. Scale
is approximate. Contractor shall check all dimensions in the field and
verify them with respect to adjacent or incorporated work. Any
discrepancies in the drawings shall be brought to the immediate
attention of the Engineer before work proceeds further.
Number of Specified Items Required: Wherever in these Kent Special
Provisions an article, device or piece of equipment is referred to in the
singular number, such reference shall include as many such items as
are shown on drawings or required to complete the installation.
SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-02.1(1) Submittals
The Contractor shall submit within 20 days after Notice to Proceed date
a list of all plant material indicating source of supply, order invoice, size
and quantity for such species or variety.
All plant materials shall meet requirements of State and Federal laws
with respect to inspection for plant diseases and infestations. Inspection
certificates required by law shall accompany each shipment of plant
material and submitted to the Engineer.
SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-02.2 Materials
Materials shall meet the requirements of the following sections:
Topsoil Type A, Type B, and Type C ............. 9-14.2(1), (2), (3)
Seed ....................................................... 9-14.3
Fertilizer .................................................. 9-14.4
Mulch and Amendments ............................. 9-14.5
Wood Cellulose Fiber ................................. 9-14.5(10)
Erosion Control Devices ............................. 9-14.6
Plant Materials .......................................... 9-14.7
Street Trees ............................................. 9-14.7(1)A
Stakes, Guys and Wrapping ....................... 9-14.8
Tree Ties ................................................. 9-14.8(1)
Water for Plants........................................ 9-25.2
Midway Creek Bridge Repair/Madfai 8 - 6 July 27, 2020
Project Number: 20-3005
Botanical identification and nomenclature of plant materials shall be
based on descriptions by Bailey in “Hortus Third” or superseding
editions and amendments.
8-02.3 Construction Requirements
SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(1) Responsibility During Construction
The Contractor shall at all times keep the planted areas free from
accumulations of waste materials or rubbish. Upon completion of the
planting work, the Contractor shall immediately remove all refuse and
debris resulting from the planting activities. The project will not receive
either preliminary or final approval if the cleanup does not meet with
the approval of the Engineer.
SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(3) Weed and Pest Control
During the maintenance period, all weeds are to be removed by hand.
SECTION 8-02.3(5)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(5)A Seeding Area Preparation
The Contractor shall excavate planting pits to a depth of three feet
below the top of adjacent sidewalks, or adjacent ground if trees are not
being planted in sidewalk cutouts. Tree pits shall be about three feet in
diameter, and shall be neat and uniform basins around each tree. The
Contractor shall then place special planting mixture into the tree basins,
bringing to grade about one and one-half foot below the top of the
planter by compaction by repeated watering.
Refer to Section 8-02.3(4) of the WSDOT Standard Specifications.
SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(7) Layout of Planting, Lawn and Seeding Areas
The location of plantings shall be according to the landscaping details,
unless otherwise directed by the Engineer. The Contractor shall layout
tree, shrub and herbaceous plant locations and receive the approval of
the Engineer before planting begins.
SECTION 8-02.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(8) Planting
All plants shall be carefully placed in excavated holes to prevent
damage to fibrous root systems during placement and backfilling
Midway Creek Bridge Repair/Madfai 8 - 7 July 27, 2020
Project Number: 20-3005
operations, with burlap or container removed. Plants shall be set
vertically in the center of the pits, backfilled with native soil, watered
and settled so that the crown of the root ball will have the same
relation to finished grade as it bore to the grade of the ground from
which it was dug. All street trees shall be planted in general
conformance to Kent Standard Plan 6-55.
SECTION 8-02.3(8)C IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(8)C Pruning, Staking, Guying, and Wrapping
Pruning shall be limited to the minimum amount necessary to remove
injured twigs and branches. Only cut injured limbs to the nearest lateral
bud. Do not apply tree wound paint or petroleum product to tree cuts.
The Contractor shall use rootball bracing (triangle method) rather than
staking or guying to support new trees.
8-02.3(9) Seeding, Fertilizing and Mulching
SECTION 8-02.3(9)A IS REVISED BY DELETING THE FIRST THREE
PARAGRAPHS AND REPLACING WITH THE FOLLOWING:
8-02.3(9)A Dates for Application of Seed
Unless otherwise approved by the Engineer, the final application of
seeding, fertilizing, and mulching of slopes shall be performed during
the following periods:
West of the summit of the Cascade Range - March 1 to May 15 and
August 15 to October 1. Where contract timing is appropriate, seeding,
fertilizing, and mulching shall be accomplished during the spring period
listed above. Written permission to seed after October 1 will only be
given when physical completion of the project is imminent and the
environmental conditions are conducive to satisfactory growth.
SECTION 8-02.3(9)B IS DELETED AND REPLACED WITH THE FOLLOWING:
8-02.3(9)B Seeding and Fertilizing
Topsoil and all other unpaved and unsodded areas within easements and
right-of-way disturbed as part of this project shall be seeded. Hydroseeding
shall be the method of seed application. Hydroseed shall consist of a slurry
composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly
broadcast over areas to be seeded. All work shall conform in all respects to
Section 8-01 of the WSDOT Standard Specifications, except as modified
herein.
The Contractor shall notify the Engineer not less than 48 hours in
advance of any hydroseeding operation and shall not begin the work
until areas prepared or designated for hydroseeding have been
approved. Following the Engineer's approval, hydroseeding of the
approved slopes shall begin immediately.
Midway Creek Bridge Repair/Madfai 8 - 8 July 27, 2020
Project Number: 20-3005
Hydroseeding shall not be done during windy weather or when the
ground is frozen, excessively wet, or otherwise untillable.
Hydroseed mixture to be applied by an approved hydro seeder which
utilizes water as the carrying agent, and maintains continuous agitation
through paddle blades. It shall have an operating capacity sufficient to
agitate, suspend, and mix into a homogeneous slurry the specified
amount of seed and water or other material. Distribution and discharge
lines shall be large enough to prevent stoppage and shall be equipped
with a set of hydraulic discharge spray nozzles that will provide a
uniform distribution of the slurry.
The seed and fertilizer cannot be placed in the tank more than 30
minutes prior to application. The seed and fertilizer shall have a tracer
added to visibly aid uniform application. This tracer shall not be harmful
to plant and animal life. If wood cellulose fiber is used as a tracer, the
application rate shall not exceed 25 pounds per acre.
Areas where hydroseeding is not practical, must be seeded by approved
hand methods as approved by the engineer. When seeding by hand,
Contractor shall incorporate seed into the top 1/4 inch of soil.
The hydroseed slurry shall consist of the following materials mixed
thoroughly together and applied in the quantities indicated.
1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to
be mixed mechanically on the site or may be mixed by the dealer.
If seed is mixed on site, each variety shall be delivered in the
original containers bearing the dealer’s guaranteed analysis. If
seed is mixed by the dealer, the Contractor shall furnish to the
Engineer the Dealer’s guaranteed statement of the composition of
the mixture and the percentage of purity and germination of each
variety.
Grass seed shall be purchased from a recognized distributor and
shall be composed of the varieties mixed in the proportions
indicated in the WSDOT Standard Specifications and Kent Special
Provisions. Seed shall meet the minimum percentages of purity
and germination specified in Section 9-14.3 of the Kent Special
Provisions. Seed shall be applied at the rate of 120 pounds per
acre.
The Contractor shall protect seed from hydration, contamination,
and heating during delivery, storage, and handling. Seed shall be
stored in a cool dry location away from contaminants.
Mix A shall be used as the standard hydroseed mix unless
otherwise specified herein or on approved project plans.
Mix B shall be used exclusively for seeded areas adjacent to grass
lawns, within seeded medians, and within seeded traffic islands. In
addition, Mix B shall be used for all seeded areas not specifically
Midway Creek Bridge Repair/Madfai 8 - 9 July 27, 2020
Project Number: 20-3005
showing Mix A on the plans, or where otherwise directed by the
Engineer.
2. Water: The Contractor shall begin maintenance immediately after
seeding for a minimum of ten (10) weeks or longer as needed.
Water seeded areas before hydroseed slurry has completely dried
out. Water slowly and thoroughly with fine spray nozzle. Water the
hydroseeded areas at least twice daily (in the early morning and
late afternoon) until the grass is well established as determined by
the Engineer. Repeat watering operation as required by climatic
conditions to keep areas moist for a minimum period of 2 weeks
from the day of first watering and as necessary for healthy growth.
3. Mulch: As needed to meet requirements of Sections 8-01.3(11)A
and 9-14.5.
4. Fertilizer: All areas which are seeded shall receive fertilizer of the
following proportions and formulation applied at the rate of 400
pounds per acre. All areas which are seeded shall receive fertilizer
meeting the requirements of Section 9-14.4 of the Kent Special
Provisions.
Fertilizer shall not be applied on any creek sideslopes in order to
avoid contamination of these creeks.
5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per
1,000 square feet. The seed shall be applied by an approved hand
held spreader. The seed shall be evenly distributed over the
disturbed area. Apply seed mix after fertilizing and rake the seed
into the surface soil to a depth of 1/4-inch.
6. If the slurry is used for temporary erosion control it shall be applied
at the following rates:
EROSION CONTROL:
Seed 170 lbs/acre of “Mix A” unless otherwise directed
by Engineer.
Fertilizer 400 lbs/acre
Wood Fiber 2,000 lbs/ acre
Tackifier 80 lbs/acre
SECTION 8-02.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(9)D Inspection
Inspection of seeded areas shall be made upon completion of seeding
operations, at the end of the maintenance period, and at any time
during the maintenance period. The Contractor shall reseed, re-mulch
or re-fertilize as required to establish a uniform, thick stand of grass. A
uniform stand of grass shall be defined as any grass area with no spots
greater than one square foot.
Midway Creek Bridge Repair/Madfai 8 - 10 July 27, 2020
Project Number: 20-3005
Areas failing to show a uniform thick, healthy stand of grass after the
maintenance period shall be reseeded consistent with the Kent Special
Provisions at the Contractor's expense. Reseeded areas will be subject
to inspection for acceptance.
SECTION 8-02.3(9)E IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(9)E Protection and Care of Seeded Areas
Protect adjacent property, public walks, curbs and pavement from
damage. Do not place soil directly on paved surfaces. Locate all
underground utilities prior to the commencement of work. Keep streets
and area drains open and free flowing. Protect all seeding against wind,
storm, and trespassing. Replace any plants that become damaged or
injured. In seeded areas, treat and reseed damaged spots larger than
one square foot.
SECTION 8-02.3(11)A IS DELETED AND REPLACED WITH THE FOLLOWING:
8-02.3(11)A Mulch for Seeding Areas
Wood cellulose fiber mulch conforming to Section 9-14.5(10) of the
Standard Specifications shall be used where mulch is called for on this
project. The application rate shall be 2,000 pounds to the acre in
accordance with Section 8-01 of the WSDOT Standard Specifications.
Mulch shall be incorporated into the slurry of seed and fertilizer.
Mulch of the type specified in Section 9-14.5 shall be included in the
hydroseeding process. Wood cellulose fiber used as a mulch shall be
suitable for application with hydroseeders as specified in Section
8-01.3(9)B. The application of seed, fertilizer, and mulch shall be
required in a single operation for all seed applications, unless otherwise
directed. Mulch materials, shall be furnished, hauled, and evenly
applied at the rates indicated, and shall be spread on seeded areas
immediately after seeding unless otherwise specified.
Distribution of straw mulch material shall be by means of an approved
type mulch spreader, which utilizes forced air to blow mulch material on
seeded areas. In spreading straw mulch, the spreader shall not cut or
break the straw into short stalks. Straw mulch shall be applied at a rate
to achieve a loose, overall thickness of three (3) inches.
Areas not accessible by mulching equipment shall be mulched by
approved hand methods and shall achieve similar results.
Mulch sprayed on signs or sign structures shall be removed the same
day.
SECTION 8-02.3(11)B IS REVISED AS FOLLOWS:
8-02.3(11)B Wood Chip Mulch
Midway Creek Bridge Repair/Madfai 8 - 11 July 27, 2020
Project Number: 20-3005
Revise all references in this section from bark or wood chip mulch to
“wood chip mulch.”
Add “A sample of the wood chip mulch shall be provided to the Engineer
or project Ecologist in a 1-gallon re-closable bag at least seven (7) days
prior to application.”
SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(13) Plant Establishment
The Contractor is responsible for maintaining all trees and shrubs in a
clean and thriving condition for a period of not less than two calendar
years. The period of maintenance shall begin upon final installation and
inspection of work, and subsequent written notification by the Engineer.
Maintenance shall include all necessary cleaning, weeding, pruning,
watering, and one supplemental feeding with approved fertilizer.
The Contractor shall water all trees and shrubs a minimum of once per
week during the months of June through September to establish the
vegetation during the dry summer months. Maintenance of this
watering schedule is critical to the survival of the trees and shrubs.
SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(14) Plant Replacement
The Contractor shall replace all trees and shrubs which, in the opinion
of the City Nursery Supervisor, have failed to establish themselves
during the maintenance period at its sole expense. All replacement
planting shall be conducted in conformance to these specifications.
SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-02.3(17) Plant and Site Protection During Entire Construction Period
The Contractor shall:
1. Protect existing trees to remain and new plants against injury and
damage, including but not limited to: cutting, breaking, or
skinning of roots, trunk or branches, or smothering by stockpiling
construction material, or compaction by equipment.
2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines
of all existing trees, so as not to damage the root systems.
3. Notify Engineer immediately if a conflict arises between
construction activity and the protection of trees and shrubs; alter
methods as necessary and as approved by the Engineer.
SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.5 Payment
Midway Creek Bridge Repair/Madfai 8 - 12 July 27, 2020
Project Number: 20-3005
The unit contract price per cubic yard for “Topsoil Type A” constitutes
complete compensation for all labor, materials, tools and equipment
necessary to supply and spread the topsoil in the areas shown on the
plans, or where directed by the Engineer. This item includes but is not
limited to the labor required for raking and compacting the topsoil,
cleanup and complete preparation ready for seeding.
“PSIPE Physocarpus capitatus (Pacific Ninebark) 1 gallon”
“PSIPE Lonicera involucrate (Black Twinberry) 1 gallon”
“PSIPE Acer circinatum (Vine Maple) 1 gallon
“PSIPE Rubus spectabilis (Salmonberry) 1 gallon”
“PSIPE Rubus parviflora (Thimbleberry) 1 gallon”
“PSIPE Rosa nutkana (Nootka Rose) 1 gallon”
The unit contract price per each for the above bid items constitutes
complete compensation for all labor, materials, tools and equipment
necessary for providing and planting and staking street trees and
shrubs in accordance with the plans and the Kent Special Provisions.
This item includes but is not limited to prepare the planting area;
remove obstacles; excavation; backfill and compaction; mulch;
fertilizer; watering; tree ties and stakes; providing, installing and filling
tree watering bags; and for watering and maintaining for a period of
not less than two calendar years.
DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION:
8-26 EROSION CONTROL MATTING AND MANTA RAY ANCHORS
8-26.1 Description
This work shall consist of providing and installing the Erosion Control
Matting and Manta Ray anchors as shown on the plans.
8-26.2 Materials
“Erosion Control Matting” and “Manta Ray Anchor with Bearing Plate”
shall conform with Kent Special Provisions 9-09.2(4).
Timbers shall be in accordance with Section 9-09.2(5) of these Kent
Special Provisions and shall be treated with “Lifetime Wood Treatment”
by Valhalco or engineer approved equal.
8-26.3 Construction Requirements
The Contractor shall notify the Engineer two working days prior to
beginning installation of any materials.
All materials shall be installed/constructed at the locations and as
shown on the Plans or as directed by the Engineer. All materials may
be subject to field-fit conditions.
The erosion control matting shall be Armormax 75 or Engineer
approved equivalent.
Midway Creek Bridge Repair/Madfai 8 - 13 July 27, 2020
Project Number: 20-3005
Erosion Control Mat Pins shall be a minimum of 24-inches long and 0.2-
inches in diameter with a minimum 1.5-inch diameter washer at head.
8-26.4 Measurement
Bid item of work completed will be measured as provided in Section 1-
09.1 Measurement of Quantities unless otherwise provided for by
individual measurement paragraph herein this Section.
“Manta Ray Anchor with Bearing Plate” will be counted individually.
“Erosion Control Matting” will be measured by the square yard of
exposed matting and shall include all pins, trenching for embedment
and surface smoothing as necessary and as shown on the plans.
“Timber Matting” will be measured by the square lineal foot for
placement of timber at all locations shown on the plans.
8-26.5 Payment
The unit contract price per each for “Manta Ray Anchor with Bearing
Plate” constitutes complete compensation to supply and install the
anchors and bearing plates as shown on the plans.
The unit contract price per square yard for “Erosion Control Matting”
shall be full compensation for all labor, materials, tools and equipment
necessary to furnish and install the blanket, pins, trenching for
embedment per the referenced plans and these specifications. This bid
item shall also include smoothing the surface to allow for the placement
of the Erosion Control Matting and any other items necessary for the
secured placement of the matting.
The unit contract price per square lineal foot for “Timber Matting” shall
be considered full compensation for all labor, materials, tools and
equipment necessary to furnish and install the timber matting under
the bridge and to secure the erosion control matting at all locations
including wood treatment and surface smoothing and any other items
necessary to provide and secure the matting per the plans and these
specifications.
Midway Creek Bridge Repair/Madfai 9 - 1 July 27, 2020
Project Number: 20-3005
DIVISION 9 – MATERIALS
9-03 AGGREGATES
9-03.12 Gravel Backfill
SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION
AND REPLACING IT WITH THE FOLLOWING:
9-03.12(3) Gravel Backfill for Pipe Zone Bedding
Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not
allowed. All material shall conform with the following gradation:
Sieve Size Passing
3/4 Inch 100%
5/8 Inch 95 - 100%
1/4 Inch 45 - 65%
US No. 40 6 - 18%
US No. 200 7.5 max. %
% Fracture 75 min.
Sand Equivalent 40 min.
L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free
from wood waste, bark and other deleterious material.
9-03.14 Borrow
SECTION 9-03.14(1) IS DELETED AND REPLACED WITH THE FOLLOWING:
9-03.14(1) Gravel Borrow
Gravel Borrow material shall consist of pit-run granular material
conforming to the following gradation:
Sieve Size Percent Passing
3 Inch* 100
3/4 Inch 65 - 100
U.S. No. 4 25 - 70
U.S. No. 10 10 - 50
U.S. No. 40 0- 30
U.S. No. 200 0 - 5
Sand equivalent 50 min.
The maximum passing the U.S. No. 200 sieve is limited to five percent
(5%) based on the minus #4 inch fraction.
Sieve analysis shall be used to verify that this requirement is met.
Recycled materials such as broken concrete or asphalt, shall not be
allowed unless specifically authorized in advance by the Engineer.
Midway Creek Bridge Repair/Madfai 9 - 2 July 27, 2020
Project Number: 20-3005
Where additional materials are required to formulate the street sub-
base to the cross section denoted in the plans, said additional material
shall be Gravel Borrow.
* The maximum size of stone for geosynthetic reinforced walls or slopes
shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100
percent passing 1 inch square sieve. All other sieve values continue to
apply.
9-09 TIMBER AND LUMBER
SECTION 9-09 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SUBSECTIONS:
9-09.2(4) Manta Ray Anchors
Manta Ray Anchors shall be Manta Ray MR-88 earth anchors as
produced by Manta Ray Earth Anchor Systems or engineer-approved
equivalent. Anchors to be driven a minimum 8 feet into the ground (or
per manufacturer’s recommendations perpendicular to the ground
surface as shown on the plans. All anchors shall be set and load tested
to 5,000 lbs. Bearing plates shall be 4 inches by 4 inches by ½” thick
with a ½” diameter threaded bar extending through the plate with a
locking nut.
9-09.2(5) Timbers
Timbers shall be 4-inch by 6-inch with a minimum of 4-foot and a
maximum of 8-foot length and shall be Douglas Fir-Larch, grade No.2
or better or Hem-Fir No.1 treated with “Lifetime Wood Treatment” by
Valhalco or approved equal.
Midway Creek Bridge Repair/Madfai A - 1 July 27, 2020
Project Number: 20-3005
WSDOT STANDARD PLANS
TRAFFIC BARRIER
C-20.10-05 Beam Guardrail Type 31
C-20.11-00 Beam Guardrail Type 31 Components
C-22.40-07 Beam Guardrail Type 31 Non-Flared Terminal (All Posted Speeds)
C-22.45-04 Beam Guardrail Type 31 Non-Flared Terminal (Posted Speed 45 MPH
and Below)
FACE OFBARRIER6 x 12 ELOCKOUT(SEENOTES3&4)3' - 1 1t2"BEAM GUARDMIL TYPE 316'NOTES1. Refer to Standard Plan C-1b and C-20.11 foradditional details not shown on this plan.2. Extend shoulder pavement to provide a base tor theextruded curb. See Contract Plans for exceptions todistances shown.3. Use a single block or combination of blocks (no morethan two (2) to achieve the actual 12" (in) ofiset.See Standard Specification, Section 9-16,3(2).Wood blocks shall be secured to the posts with anti-rotation nails. lf combination blocks are used, theadjacent blocks shall be toenailed with two 16dgalvanized nails to prevent block rotation.4. Wood blocks are shown. Blocks oi an approvedalternative material may be used. See StandardSpecification, Section 9-1 6.3(2).5. All posts for any standard barrier run shall be of thesame type: timber or steel.6. Attach blockouts to steel posts using bolt holeson approaching traffic side of post web.W. SEE TABLEACTUALRAIL ELEMENT6 x 8 TIMBER POST, ORU6x8.5OR\/6xISTEEL POST(SEENOTESl&s)12',IGROUND LINETYPICAL ELEVATION13', - 6 112',oo=2eUtzEoSLOPE BREAKPOINTI 1/2"SLOPE -SEE TABLEt 4 1t4"(rYP.)SYMMETRICALABOUT ETYPICAL RAIL ELEMENTTYPICAL SECTION - WITHOUT CURB(6' - 0" POSTS)--ET-:l.l:l2" o-YP.) It---3/4 (lN) x 2 1/2 (lN)sLoT (rYP.)lll"'o.oo" /lii I sPLrcE -GROUND LINE1 3/16' .9tFozaFUdo6 x 12 BLOCKOUT(SEE NOTE 4)6 x I TIMBER POST ORW6 x 8.5 OR W6 x S STEELPOST (SEE NOTES 1 & 5)5/8" (lN) x 14" (lN) BUTTON HEAD BOLTwTH 7/32'0N) OVAL GRIP ANDRECESSED HEX NUT (TYP,)(sEE NOTE 6)PLAN VIEW3/4" (tN) DIAM. HOLE THROUGHBLOCK FOR TIMBER POSTATTACHMENT1/4" 0N) OR 1316" 0N) DIAM. HOLEFOR ANTI-ROTAION 16d NAtL (TYP.)(1/4" D|AM. HOLE SHOWN)ANTI-ROTATIONNAIL 1e (TYP.)(SEE NOTE 3)5/8" 0N) RECESSEDHEX NUT (TYP.)3/4',0N) DTAMETERHOLE THROUGH BLOCKFOR STEEL POST ATTACHMENT3/4" (rN) OR 13/16" (N) DrAr\,l.HOLE FOR BUTTON HEADBOLT (TYP,)t /6 x 8.5 x 6' (FT) OR14/6xgx6'(FT)LONGSTEEL POST(SEENOTESl&s)CUT WASHER(r'/P.)5/8' (rN)HEXRECESSEDNUT (TYP.)ANII.ROTATIONNArL 16d rryP.)5/8" (lN) x 14" (lN) BUTTONHEAD BOLT IMTH 7/32' (rN)OVAL GRIP AND RECESSEDHEX NUT (TYP,)(sEE NOTE 6)&e>z-,-ft1'lJi#to,,"-t-F_l:l6 x 12 BLOCKOUT (TYP.)(sEE NOTE 3)WOOD BLOCKSTEEL POST(sEE NOTE 3)6x8x6'(FT)LONGTIMBER POST(SEENOTESl&s)6 x 12 ELOCKOUT(SEE NOIE 4)12"6 x I TIMBER POST ORW6 x 8.5 OR W6 x I STEELPOST (SEE NOTES 1 & 5)STEEPER THAN 2H : 1VBUT NOTSTEFPER THAN 1H : 1V2H : 1V OR FLATTERSLOPESLOPE \ EMBANKMENT TABLEFOR STD. 6' POSTS4.0 t\4rN.2.1 N4tN.w (Fr)6 x 8 TIMBER POST ORW6x8.5OR W6x9STEEL POST (TYP,)FACE OFBARRIERSHOULDERFACE OFCURBW - SEE TABLEACTUALFLATTER@ eenurssrere cune' PUCEMENT AREA(SEE NOTE 2)^r9vr*"o(3 1t4"BEAM GUARDRAIL TYPE 3{STANDARD PLAN G.20.{ O-O5SHEETlOFlSHEETGROUND LINESLOPE BREAKPOINT(sEE NOTE 3)5/8" (lN) x 22 (lN) BUTTON HEAD BOLTwTH 7/32'0N) OVAL GR|P ANDRECESSED HEX NUI (TYP.)bRAIL ELEI\,'IENT(rYP.)5/8 (lN) x 1 1/4'0N) EUTTON HEAD BOLTwrH 7/32'(tN) OVAL GR|P (TYP.)AND RECESSED HEX NUTS -Wo.hington Side Depotrdenl ol Tronspoddrioo^wAPPROVED FOR PiJBLICATIONELEVATION VIEWTYPICAL SECTION - wlTH CURB(6', - 0" LONG POSTS)SLOPE -SEE TABLEEIGHT (8) REOUIRED PER SPLICEISOMETRIC VIEW
2Sa? 0N) x 2" (lN)frYP.)13'1/4'0N) PLATE1 1t+NOTES1. When required by the Confaci a Sno# Load Post Washer shall be used on ihe backsldeofthe post (in lieu of the 1 314' (in) Post Bolt Washer) and a Sno$/ Load Rail Washer shall b6placed on tha face sida ot Beam Guardrall Types 1 and 2. Snow Load Rail Washers shall notbe installed on terminals.2. Rail Washers, also called 'Snow Load Rail Vvashers", are not required on ns installation,except as called for in Note 1. Unnecessary Rail washers need not be removed from exist-ing installatlons, except those on posb 2 lhrough 8 of a BCT installation shall be remod.3. Tmber blocks shall be toe-nailed to the post with a 16d gaManized nail to prevent btock rotation4. Forpost and block details, s€e Standard Plan G1b.5. \iltten "Boam Guardrail Type - _ FL Long Posf is specified in th6 Contl-act, the post lengthshall be stamped wih numb€rs, 1 1/'2' (in) min. h'gh and 3/4" (in) wida at tho loBtion wheE theletter "H" is shown in the ASSEMBLY DErAIL For wood post applications, ths leter shan bastamped to a minimum deplh of 1/4" (in). For steel post applications, ihe letbr shall b6 legibleafter the post is galvanized. After post installation, it shall be the contsadols responsibility toensur€ lhe stamped numbers €main visible-6- Existing posb shall not bs raised. Replac€ posts as necessary to achie\€ requiredguardrail height7. Holes shall b€ located on apptuaching traffc side of web-Juoo=ztUq5cedSPUCE BOLT SLOTS -29,B2'(lDrrt/r010crYP.)POST EOLT SLOT-:ua' 0N) r 2 rE (lll)CTYP.}2 314"SPUCE BOLT SLOTSt4'TYPICAL RAIL ELEMENT1! -A1D'2 1t4'g-3'EOLT SLOTS -POST BOLT SLOTS -3/4' (ll0 x 3 3/4' (lN)POST BOLT SLOT -3/1' 010 r 2 1/'2' 01029R2" (lN' t 1 1/8' 0N)rrYP)EXPANSION SECTION11/t5'0N) HOLE1 1tZ314'gN) SPUCE HOLES tN CIIANNELRAJLAND SPUCE PTATE FOR5I8'(IM CARR!i'GE BOLTS6r8.2SPUCE3a'010\778PUE-r a 1tT (lrD0r0c3,ra'0r,0 r z 0r.r) PoSt BOLT SLoTIN CMNNEL RAILAND SPUCEPtATe FOR sA'(rr0 BUTTONHEAD BOLT w/ 7132. 0N) OVALGRIP ANO RECESSED NUT11/16'(lN) x 31m'(lN)SLOTtPOSTCONNECTION3/4' 0N) r 2' 0N) sPUcE sLoT lNCTIANNEL RAIL & SPUCEPTATE FOR 5/8'(lN) CARRIAGEBOLT, HE( NUT&WASHER^ ta lul(ruGj.trttlethiEn)Vell A4-"*-rur6rt7r:rrP' qCHANNEL RAIL SPLICEBEAM GUARI'RAIL TYPE 3'GOMPONENTSSTANDARD PLAN G.20,{ I.OOSHEETlOFlSHEETAPPROVED FOR PUBUCA]IONI cffi.:.ki4;-.wWdlBh 5b DWtlldcITEBFdioL-tJIIal1{s\\JfJIT1| 1t4-t-1' ,lS '3ffi1 78'o}{ALSNOWLOADPOSTWASHERSEE NOTE 1SNOIiV LOADRAILWASHERSEENOTESlE28 GAGE M:N.PIATE
BEAM GUARDRAILryPE 31PAY LIMITBEAIV GUARDRAIL ryPE 31 NON-FLARED TERIVINALNOTE10'- 0't\,11N.20 : 1 SLOPE OR FUnERSEE NOTE 4EDGE OF WDENEDEMBANKMENTSTANDARD RUN GRAOING(SEE STANDARD PLAN C-20.10 SLOPSEMBANKMEI{T TABLE)2'BEAI!1 GUARDRAILTYPEPAY LIMIT0 to 2 FEET OVER LENGTH OF SYSTEM (SEE NOTE 6)l-'::1':.::::::',.-EDGE OF PAVEDSHOULDERSEE CONTRACTNOTES1. The lmplementalion of the Manual for Assessment of Safety Hardware(MASH) criteria may result in the acceptance of guardrail teminalsystems currently not shown on this plan. Non-Flared teminals shall beselected from the WSDOT Qualified Products List (QPL) or approvedthrough the WSDOT Request for Approval of Materials (RAM) process.2. This terminal is MASH compliant at Test Level Three (TL-3) and maybe used for all posted speeds.3. An MSKT-SP-MGS (TL-3) as manufaciured by Road Systems, lnc,SOFTSTOP (TL-3) as manufactured by Trinity Highway Products, LLC,or MM-TENSION (TL-3) as manufactured by Lindsay TransportationSolutions, shall be installed according to manufacturer's recommendations.4. A reflectorized object marker shall be installed acmrding to manufacturedsrecommendations.5. Snow load rail washers shall not be installed within the ieminal limits.6. Provide an offset between 0 to 2 feet so that the impact head does notencroach onto the paved shoulder. The offsei is provided over the lengthof the terminal system from the €nter of the last post splie to either:(1) The face ofthe impacl head at its leading edge (MSKT-SP-MGS), or(2) The center of Anchor Post 0 (Softstop or Max-Tension). Providemaximum offset where practicable.7. For terminal details, see WSDOT approved manufacturer's drawings.8. These teminals are supplied with steel posts only-They can be used with beam guardrailType 31 runs composed of steelor wood guardrail posts.Uo6=zvutz3toPLAN VIEWMSKT-SP-MGS (TL-3) SHOWNN4SKT.SP-MGSSYSTEM LENGTH = 46'- 10 1/2"(SEE NOTE 6)LENGTH OFNEED POINTGROUNDLINEELEVATION VIEWMSKT-SP-MGS (TL-3){SEE NOTE 8)BEAM GUARDRAIL TYPE 31 NON.FURED TERMINAL - PAY LIMITSOFTSTOPu) ,-a,..or* oaNEED POINTELEVATION VIEWsoFTsToP (TL-3)(SEE NOTE 8)IVlM.TENSIONSYSTEM LENGTH =1D"(ryP.)BEAI\,I GUARDRAILTYPE 31 PAY UMIT13 - 3 1t2"5'-8"POST 1POST 112' - 6"SEE NOTE 4BEAVI GUARDRAILryPE 31 PAY LIMITOFNEED POINTIANCHORPOST OGROUNDLINEGROUNDLINESEE NOTE 4CABLE ANCHORBRACKETELEVATION VIEW115 -33/4"C4-A Dz=,- fi !1liii,','ii,,,"fenm eunnDRArL TYPE iT"NON-FLARED TERMINAL(ALL POSTED SPEEDS)STANDARD PLAN G-22,4O-O7SHEETlOFlSHEETAPPROVED FOR PUBLICATION@STAIE OESIGN ENGINEER-W w"'hi"st"" stde oepotrmeni ol rrdnspodori.nONALMAX-TENSTON (TL-3)(sEE NOTE 8)POST IANCHORPOST O
OFFSET O TO 1 FOOT OVER LENGTH OF SYSTEJ\4 (SEE NOTE 6)BEAI\4 GUARDMILWPE 31PAY LIMITBEAIV GUARDRAIL TYPE 3,I NON.FLARED TERMINALNOTEPLAN VIEW(MSKT-SP-MGS (TL-2) SHOWN)EEAIV] GUARORAIL WPE 31 NON-FLARED TERI\4INAL - PAY LIMITMSKT-SP-MGSSYSTEM(SEE NOTE 6)LENGTH OFNEED POINTELEVATION VIEW10'- 0" t!11N.20 : 1 SLOP€ OR FUTTERSEE NOTE 4EDGE OF !MDENEDEI\4BANKMENT6STANDARD RUN GRADING(SEE STANDARD PUN C-20.10 SLOPZEMBANKMENT TABLE}2'$::1,'J::111,.7BEAM GUARDRAIL TYPE 31BEAIV]MSKr-SP-MGS (TL-2)6 -3"I (TYP.) IPOST ,IGROUNDLINEANCHORPOST OEDGE OF PAVEDSHOULDERSEE CONTRACTNOTES1. The lmplementation of the l\4anual for Assessment oi Safety Hardware(MASH) criteria may result in the acceptane of guardrail teminalsystems currently not shown on this plan. Non-Flared terminals shall beselected from the WSDOT Qualified Products List (QPL) or approvedthrough the WSDOT Request for Approval of Materials (RAM) process.2. This terminal is lvlASH compliant at Test Level Two (TL-z) and maybe used in applications with posted speed of 45 mph or less.3. An MSKT-SP-MGS (TL-2) as manufac;tured by Road Systems, lnc,SOFTSTOP (TL-2) as manufactured by Trinity Highway Products, LLC,or MAX-TENSION (TL-2) as manufactured by Lindsay TransportationSolutions, shall be installed according to manufacture/s recommendations.4. A reffectorized objecl marker shall be installed according to manufacturer'srecommendations.5- Snow load rail washers shall not be installed within the terminal limits.6. Provide an offset between 0 to 1 foot so that the impact head does notencroach onto the paved shoulder, The ofiset is provided over the lengthof the terminal system from the center of the last post splice to either:(1) The fa€ ofthe impacl head at its leading edge (IVISKT-SP-MGS), or(2) The enter of anchor Post 0 (Softstop or Max-Tension). Provide themaximum offset where practi€ble.7. For terminal details, see WSDOT approved manufacturer's drawings.8. These terminals are supplied with steel posts only.They can be used with beam guardrail Type 31runs, composed of steel or woodguardrail posts.(sEE NOTE 8)TERMINAL - PAY LIMITSOFTSTOPSYSTEM LENGTH = 38' - 4 1/2"(sEE NOTE 6)LENGTH OFNEED POINT13 -31t24'-7"3 3/4" liSEE NOTE 4BEAIJ GUARDRAIL TYPE 31ELEVATION VIEWsoFTsToP (TL-2)(sEE NOTE 8)ELEVATION VIEWMAX-TENStON (TL-2)POST 1BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL - PAY LIIVITMAX-TENSION (TL-2) SYSTEtul LENGTH = 30' - 0 1/2"CAELE ANCHORLENGTH OFNEED POINTSEE NOTE 4GROUNDLINEGROUNDLINE\>zLAus 1020192:03 PMNBEAMT{ON-FLARED TERMINAL(POSTED SPEED45 MPH AND BELOUT)STANDARD PLAN C.22.45-O4SHEETlOFlSHEETAPPROVED FORPUBLICATIONAug 12 20t9 I l:52 AM^ifi *",ti"g." srde oeponn€hr ol rronspoddrionGUARDRAIL TYPE 3{6 -03/4"6 -3"ili |itONAL(sEE NOTE 8)POST 1ANCHCRPOST O
Midway Creek Bridge Repair/Madfai A - 2 July 27, 2020
Project Number: 20-3005
GEOTECHNICAL REPORT
Preliminary Geotechnical Evaluation - Draft
Midway Creek Bridge Temporary Slope Stabilization
Kent, Washington
for
City of Kent
April 17, 2020
1101 South Fawcett Avenue, Suite 200
Tacoma, Washington 98402
253.383.4940 DRAFT
Preliminary Geotechnical Evaluation - Draft
Midway Creek Bridge Temporary Slope
Stabilization
Kent, Washington
File No. 0410-215-00
April 17, 2020
Prepared for:
City of Kent
220 Fourth Avenue South
Kent, Washington 98032-5895
Attention: Mark Madfai, PE
Prepared by:
GeoEngineers, Inc.
1101 South Fawcett Avenue, Suite 200
Tacoma, Washington 98402
253.383.4940
Brett E. Larabee, PE
Senior Geotechnical Engineer
Lyle J. Stone, PE
Associate Geotechnical Engineer
BEL:LJS:tt
Disclaimer: Any electronic form, facsimile or hard copy of the original document (email, text, table, and/or figure), if provided, and any attachments are only a copy
of the original document. The original document is stored by GeoEngineers, Inc. and will serve as the official document of record.
DRAFT
April 17, 2020| Page i
File No. 0410-215-00
Table of Contents
1.0 INTRODUCTION AND PROJECT UNDERSTANDING ........................................................................................ 1
2.0 PURPOSE AND SCOPE OF SERVICES ............................................................................................................ 1
3.0 LITERATURE REVIEW ...................................................................................................................................... 1
3.1. Geologic Setting .......................................................................................................................................... 1
3.2. Subsurface Conditions ............................................................................................................................... 2
3.3. Existing Bridge Plans .................................................................................................................................. 2
4.0 SITE INVESTIGATION ....................................................................................................................................... 2
4.1. Site Conditions and Slope Reconnaissance .............................................................................................. 2
5.0 CONCLUSIONS AND RECOMMENDATIONS ................................................................................................... 4
5.1. Existing Slope Evaluation ........................................................................................................................... 4
5.2. Temporary Stabilization Alternatives ......................................................................................................... 5
5.2.1. General ............................................................................................................................................. 5
5.2.2. Erosion Protection ........................................................................................................................... 5
5.2.3. Repair of Void Below South End of East Abutment ....................................................................... 6
5.2.4. Additional Temporary Stabilization Alternatives ............................................................................ 6
6.0 LIMITATIONS ................................................................................................................................................... 8
LIST OF FIGURE
Figure 1. Vicinity Map
APPENDICES
Appendix A. Logs from GEIC 2011 Report
Appendix B. Shearer Design LLC Report dated February 28, 2020
Appendix C. Site Photographs
Figures C-1 through C-8 – Site Photographs
Appendix D. Report Limitations and Guidelines for Use
DRAFT
April 17, 2020| Page 1
File No. 0410-215-00
1.0 INTRODUCTION AND PROJECT UNDERSTANDING
This report presents the results of our geotechnical reconnaissance and preliminary geotechnical
recommendations for the Midway Creek Bridge Temporary Slope Stabilization project. The project site is
located on Frager Road South about 0.25 miles south of Veterans Drive. A vicinity map is provided as Figure
1.
The Midway Creek Bridge is a timber-pile supported structure that spans about 80 feet over Midway Creek
about 100 feet south of the confluence with the Green River. We understand that high river flow events
earlier in the year resulted in erosion and scouring of the existing slopes below the bridge and around the
eastern bridge abutment. This section of Frager Road is closed to public vehicle traffic; however, the
roadway is used by pedestrians and the City of Kent vehicles for maintenance activities. We understand
that there is a concern that the erosion has or has the potential to impact support of the bridge. A structural
assessment of the bridge was completed by Shearer Design LLC on February 28, 2020.
We understand that the City of Kent would like to temporarily stabilize the slopes around the bridge as
necessary until more permanent repair and remediation plans are developed. Based on our conversations
with City of Kent (Mark Madfai), it is expected that the temporary stabilization will likely be in place for two
to three years before permanent repairs are completed.
In order to accelerate the process of permitting and completing the temporary repairs, we understand that
the temporary repair alternative should be constructible from upland areas and should be located above
the mean high-water level.
2.0 PURPOSE AND SCOPE OF SERVICES
The purpose of our services is to complete a visual evaluation of the slopes surrounding the bridge to
document existing conditions and to develop alternatives and recommendations for temporary repair and
slope stabilization alternatives. We anticipate that permanent stabilization alternatives could require a
more detailed geotechnical site investigation and more detailed design. We have included a discussion of
possible permanent slope stabilization alternatives based on our initial visual evaluation.
Our services have been completed in accordance with our signed agreement for this project executed on
March 26, 2020. A complete list of our authorized services is provided in the signed agreement.
3.0 LITERATURE REVIEW
3.1. Geologic Setting
The project site is located adjacent to the Green River within the Green River Valley. The Geologic Map of
King County, Washington (Booth, et al. 2002) maps the soils at the site as Alluvium (Qal). Alluvial soils are
described in the literature as “Moderately sorted cobbles, gravel, pebbly sand, and sandy silt along major
rivers and stream channels”. Based on our experience, we expect that alluvial soils at the site are
predominantly comprised of sand, silt and sand silt mixtures. DRAFT
April 17, 2020| Page 2
File No. 0410-215-00
3.2. Subsurface Conditions
Explorations were not completed as a part of this study. Our understanding of subsurface conditions at the
site is based on our experience working in the Green River Valley and review of explorations logs included
in the “FEMA Accreditation Report, Green River Right Bank Levee SR 516 to S. 231st Way Geotechnical
Data Report” dated October 2011 and prepared by GEI Consultants for the City of Kent (2011 GEIC Report).
Two explorations located near the levee crest on the opposite riverbank from the bridge but approximately
in line with the site were completed as part of the GEIC study. We have included the site plan and relevant
exploration logs from the 2011 GEIC Report as Appendix A.
Subsurface conditions described on the reviewed exploration logs (GEI-B-3 and GEI-CPT-1) generally
consisted of alluvial soils comprised of very loose to loose silty sand and very soft to soft sandy silt between
the ground surface and about 25 feet below ground surface (bgs) underlain by medium dense to dense
alluvial sand extending to the full depth explored, about 50 feet bgs.
We anticipate that subsurface conditions at the project site will be similar to those described on the
reviewed GEIC logs.
Groundwater conditions at the site are expected to be influenced by the water level in Midway Creek and
the Green River and we expect that they will typically match the water elevation in the creek and river.
3.3. Existing Bridge Plans
We were provided select plan sheets for the existing bridge structure dated July 31, 1957. The plans
indicate that the existing bridge was constructed as a replacement for an older bridge with a shorter span
length. The plans indicate that during construction of the existing bridge the previous bridge bulkheads
were to be removed and the slopes below the bridge were to be regraded (flattened) to a 1.75H:1V
(Horizontal to Vertical) slope. Some of the timber piles from the former bridge and bulkhead were left in
place after the structure was removed.
The existing bridge is oriented approximately east-west and is founded on timber-pile supported concrete
abutments and two timber-pile supported mid-span bents. The plans indicate that there are four piles below
each abutment and six piles below each mid-span bent. The timber piles are 12 inches in diameter at the
top of the pile. The embedment depths of the piles are not indicated on the plan sheets we reviewed. The
existing abutments were constructed without wing walls. The skirt of the abutments appears to be about
5 feet tall. The deck of the bridge and the approach roadway are surfaced with asphalt concrete.
We also reviewed the bridge inspection report completed by Shearer Design LLC on February 28, 2020.
This report is attached as Appendix B for reference.
4.0 SITE INVESTIGATION
4.1. Site Conditions and Slope Reconnaissance
We completed a visual reconnaissance of the site and slopes surrounding the bridge on March 31, 2020.
A summary of features observed during our reconnaissance are described below. Pictures from our site
reconnaissance are included in Appendix C. DRAFT
April 17, 2020| Page 3
File No. 0410-215-00
The existing slopes leading from Frager Road to the creek are on the order of 20 feet tall. The slope on the
west side of the creek appears to be relatively stable and intact. The west slope is graded at approximately
2H:1V (see Photo 1 in Appendix C). Near the bridge, the west slope is vegetated with grasses small bushes
and blackberries.
During our site visit we observed what appeared to be relatively low flow in Midway Creek. The creek was
channelized at the toe of the abutment slopes and was on the order of 2 feet wide and a few feet deep (see
Photo 2 in Appendix C). We have not observed the creek during a high flow event; however, based on review
of aerial photograph it appears that the creek is part of a relatively small drainage area, so we expect that
water depths from the creek flow alone typically do not rise more than a few feet above the elevation we
observed. The lower approximately 5 to 8 feet of the exposed portions of the mid-span bent piles were
coated with silt, which we expect is an indication of a recent high-water mark. It seems unlikely that water
flows from the creek reached that height. Because of the proximity of the bridge to the Green River we
expect that this high-water mark was the result of water from the Green River backflowing into the creek
channel and up to the bridge. During our site reconnaissance we were not able to determine how far up
the creek water from the river could backflow.
Areas of significant slope erosion and movement were observed on slopes adjacent to and below the east
bridge abutment. The largest area of erosion was observed on the portions of the east slope north of the
bridge (see Photo 3 in Appendix C). The existing configuration of the slope includes an approximately
15-foot tall near vertical “scarp” (see Photo 4 in Appendix C) that starts near the north end of the east
bridge abutment and extends about 70 feet to the north. The scarp runs up to the bridge abutment, but it
does not appear that soil has eroded from below the north end of the east bridge abutment (see Photo 5
in Appendix C). Below the scarp is a relatively flat bench that grades at approximately a 3H:1V inclination
down to the creek. We observed “blocks” of soil from the crest of the slope that had fallen off of the top of
the slope and collected on the bench (see Photo 6 in Appendix C). Some vegetation on this section of the
slope is present but there are areas of exposed soil. Exposed soils were primarily comprised of silty fine
sand. During our investigation of this portion of the slope we did not observe signs of larger tension cracks
forming or surface settlement at the crest of the slope.
Less severe signs of erosion were observed on the east slope below the bridge and near the south end of
the east abutment. Below the bridge, the upper few feet of the piles that were left in place from the old
bridge were exposed and portions of the old slope below the bridge had been eroded away (see Photo 7 in
Appendix C). We did not observe signs of significant erosion or scour around the existing bridge piles.
The slope around the south end of the east abutment appears to have been recently established with
erosion protection consisting of jute-mesh, stakes and vegetation (see Photo 8 in Appendix C). The erosion
protection appeared to be working as intended and significant signs of erosion on the slope face were not
observed. We observed a tension crack forming near the crest of the slope (see Photo 9 in Appendix C).
The crack was approximately 1 inch wide and 8 feet long. This is an indication of shallow surficial movement
or slumping of the upper part of the slope.
We observed a void behind the skirt wall on the south end of the east abutment (see Photo 10 in Appendix
C). The void extended approximately 3.5 feet behind the abutment skirt and was about 5 feet tall at the
highest point. Signs of material loss were also observed from below the skirt abutment on the creek side
of the abutment (see Photo 11 in Appendix C). We understand that this void was present prior to the erosion
observed on the north side of the bridge. We observed a stormwater discharge pipe located behind the DRAFT
April 17, 2020| Page 4
File No. 0410-215-00
abutment skirt that appears to be discharging surface water into the area of the void (see Photo 12 in
Appendix C). The void had been partially filled in with quarry spalls retained using fence posts.
5.0 CONCLUSIONS AND RECOMMENDATIONS
5.1. Existing Slope Evaluation
As part of our evaluation we attempted to differentiate between surficial erosion and deep-seated
instability. Surficial erosion and the loss of soil from around the foundation piles can reduce the capacity
of the foundation piles but it is, in general, not impacting or adding additional load to the bridge structure.
It could also, over time, lead to a total loss of the approach embankments leaving the bridge structure still
in place, but unusable. A deep-seated instability of the approach embankment could result in a large mass
of soil sliding and imparting a large lateral load on the abutment piles. This could permanently damage the
bridge structure itself. These are also not entirely separate as erosion at the toe of the slope could also
trigger a deep-seated instability.
During our visual site reconnaissance, we observed what is, in our opinion, severe surficial slope erosion
on the slope north of the east bridge abutment. We expect that the erosion and slope movement occurred
when river levels were high enough to back up into the creek. The observed surficial erosion does not
appear to have impacted the bridge structure or abutment at this point; however, in order to maintain the
slope and prevent further erosion, we recommend that at a minimum erosion protection be installed on
this portion of the slope.
Relatively minor surficial erosion was also observed on the portion of the east slope below the bridge. This
erosion does not appear to be significantly impacting the bridge. However, ongoing erosion in this area
could scour soil from around the existing piles and below the abutment skirt. We recommend that at a
minimum erosion protection should be installed on the portion of the slope below the bridge.
Erosion behind the south end of the east abutment has undermined the roadway and is beginning to erode
material below the abutment skirt. It appears that this erosion is primarily being caused by the stormwater
pipe discharging water into the area. It does not appear that the erosion has significantly impacted support
of the bridge superstructure; however, continued erosion could result in a loss of support of the east
abutment. At a minimum, we recommend that the void in this area be filled and the existing erosion
protection on this portion of the slope be maintained or replaced.
We did not observed indications of deep-seated instability on the east slope during our site reconnaissance.
Ongoing erosion of the east slope could increase this risk. Provided erosion control measures are installed
as recommended, it does not appear that implementation of additional temporary measures to reinforce
the slope is currently necessary to protect the bridge. However, implementation of these measures would
reduce the risk of these type of failures and extend the time before permanent repairs are required. It could
reduce the amount of work required when completing permanent repairs.
The slopes surrounding the west bridge abutment appear to be relatively intact and indications of ongoing
surficial erosion and deep-seated instability were not observed. In our opinion temporary slope stabilization
and erosion control improvements are not currently necessary on the west side of the creek. DRAFT
April 17, 2020| Page 5
File No. 0410-215-00
With regards to geotechnical considerations, in our opinion the observed erosion of the slope around the
bridge does not present such an immediate threat to the structure that the bridge should be closed to
pedestrian traffic. However, until temporary erosion control and slope stabilization measures are
implemented in our opinion it would be prudent to limit vehicle traffic over the bridge and at the approach
embankments.
5.2. Temporary Stabilization Alternatives
5.2.1. General
As discussed above, at a minimum we recommend that erosion control measures be installed on the east
slope and the existing void observed behind the south end of the east abutment be filled and stabilized. As
part of the temporary repairs, additional stabilization measures on the east slope around and north of the
north bridge abutment could be considered.
In addition to implementing the temporary stabilization measures discussed below, we recommend that a
routine inspection schedule be implemented immediately and be continued until permanent repairs are in
place to check for ongoing erosion and indications of larger slope instability. Inspections should also be
completed during and after high flow events in the river or creek.
The sections below provide preliminary recommendations for completing these activities as well as a
discussion of permanent repair alternatives that could be implemented in the future.
5.2.2. Erosion Protection
Erosion protection features should be installed on the severely eroded portion of the slope north of the
bridge and the area beneath the bridge. Maintaining or installing new erosion protection features on the
east slope south of the bridge should also be completed.
We recommend that erosion protection features consist of jute-mats (or other erosion control blankets)
secured onto the face of the slope, the planting of vegetation and installation of straw wattles (or other
erosion control sock type features).
The jute-mats should be installed so the matting is in contact with the face of the slope along its entire
length. The matting will need to be secured into the place at the top of the slope and along the face of the
slope to ensure the matting maintains in contact with the slope. At the top of the slope, the matting could
be secured using an anchor trench or stakes. The anchor point at the top of the slope should be setback
at least 5 to 10 feet from the existing crest of the slope. Stakes used to secure the matting should extend
through areas of loose recently eroded soil and into more competent materials. On the slope north of the
east abutment, we expect that stakes may need to be embedded 10 feet or more in some areas to extend
into competent soils. Using driven or drilled anchors, such as MANTA RAY® earth anchors could be useful
in this application. In areas where significant erosion has not been observed, such as below the existing
bridge, traditional stakes embedded 4 to 5 feet into the ground will likely be adequate to secure the mat.
The selected erosion control blanket should be capable of allowing vegetation to grow through its openings
so the slope face can be revegetated. Plantings that will establish root systems quickly will be most
beneficial. Below the bridge, vegetation that can also survive in low sunlight and low water environments
should be considered. DRAFT
April 17, 2020| Page 6
File No. 0410-215-00
We recommend that straw wattles or similar products be installed on the face of the slope to help reduce
runoff lengths, runoff water velocity, and the migration of soil. These erosion control features should be
secured to the slope using stakes that extend into competent materials.
5.2.3. Repair of Void Below South End of East Abutment
We recommend that the void below the south end of the east abutment be filled and the area retained to
prevent further undermining of the roadway and material loss below the abutment skirt.
In order to fill the void without removing and reconstructing the roadway pavement it will likely be necessary
to construct a retaining structure around the abutment edge and then backfill the void using a flowable fill
material such as controlled density fill (CDF). The retaining structure should be embedded 5 below grade
and we recommend it be left in place after the void is filled. We recommend that the retaining structure
wrap in front of the abutment skirt where material loss has been observed. Any voids below the abutment
skirt should also be backfilled with CDF. Regrading and placing fill around the outside of the retaining
structure can be considered; however, we expect that this could be difficult on the slope.
The existing drainage pipe that discharged water into the void area should be redirected to an appropriate
discharge location, preferably in an area that will not cause further erosion of the area behind the abutment
skirt or the slope.
5.2.4. Additional Temporary Stabilization Alternatives
5.2.4.1. North End of East Abutment Stabilization
There is a small amount of intact soil remaining around the north end of the abutment. If this soil were to
erode away, we expect that the bridge abutment could be undermined, which could damage the approach
to the bridge. Because the bridge is pile supported, in our opinion maintaining this soil is not critical with
regards to supporting the bridge superstructure; however, if this soil is allowed to erode and undermine the
existing bulkhead and roadway, it may become unsafe to continue using the bridge approach and we expect
that future repairs will become more challenging.
Given the existing condition of the slope in this area, in our opinion there is relatively high risk that more
erosion will occur in this area. Temporary erosion control is expected to reduce this risk and slow the erosion
rates. Retaining or stabilizing the slope in this area could be delayed until further erosion is observed,
however without more robust stabilization measures in place we expect that high flow events could result
in relatively rapid deterioration of the slope.
We anticipate that a temporary retaining wall constructed using sheet piles, soldier piles with lagging or
piles installed adjacent (tangent) to each other are feasible for retaining soil in this area. For a temporary
condition, retaining the upper approximately 5 to 10 feet of the soil mass around the abutment is, in our
opinion, sufficient to temporarily prevent this soil from eroding away from below the bulkhead. However, if
portions of the slope below the retaining wall erode in the future, the wall could become unstable and would
not be able to retain soil around the bulkhead as planned. Increasing the height of soil that the wall is
designed to retain will provide stability to the area in the event of ongoing lower slope erosion; however,
constructing larger retaining walls will be more expensive.
In order to retain the upper approximately 5 to 10 feet of the soil mass around the abutment we expect
that wall embedment depths on the order of 15 to 20 feet will be required. We expect that minimum wall DRAFT
April 17, 2020| Page 7
File No. 0410-215-00
embedment depths on the order of 30 to 40 feet would be necessary to retain the upper 15 feet of the soil
mass. The wall should begin adjacent to the bridge (or below if possible) at extend at least 5 feet to the
north before being tapered towards the east away from the slope crest. Extending the wall further to the
north would provide additional stabilization of the slope and help prevent slope crest retreat in areas further
away from the bridge.
Constructing walls of this size may be beyond what is envisioned as a temporary repair. Alternatively,
armoring the toe and portion of the slope below high water levels could help maintain the stability of the
upper portion of the slope. There are also slope reinforcement systems that could be installed to help
stabilize portions of the slope where movement has been observed. An example of this system provided by
Geopier can be found at the following web address: https://www.geopier.com/Geopier-Systems/Slope-
Reinforcement-Technology
5.2.4.2. Slope Regrading
We expect that regrading the slope configuration would be a simple and cost-efficient way to increase
stability of the slope. Regrading the existing slopes to a flatter configuration could also reduce the risk of
ongoing erosion and help other erosion control systems that are installed become established on the slope.
For preliminary evaluations we recommend considering a slope inclination of 2H:1V. We expect that
regrading the slope may not be advantageous from a permitting standpoint if the regrading would include
areas below the ordinary high-water level. Even if lower portions of the slope cannot be regraded in the
near-term, regrading the over steepened upper parts of the east slope could help reduce the risk of ongoing
erosion. If regrading of the slope is considered, we recommend that we be consulted and that a slope
stability analysis be completed. Erosion protection features as discussed in Section 5.2.2 would also need
to be installed on regraded slopes. Permanent Stabilization Discussion
We understand that temporary stabilization measure will likely be left in place for a few years (City expects
two to three years) before more permanent repairs are conducted. The site appears to experience unusual
hydraulic conditions where flows from the Green River backup and possibly create eddies in the creek
drainage resulting in higher water levels and velocities than the flow from the creek would produce. As part
of the permanent repairs we recommend that a hydraulic analysis or assessment be completed to
determine the appropriate water levels and flow velocities for design.
We expect that permanent repairs that incorporate regrading and armoring of the creek channel slopes
could be effective. The use of natural armoring will likely be necessary to maintain habitat. An alternative
to stabilizing the slopes of the creek around the bridge would be to construct a permanent protective
bulkhead around the bridge abutments. We expect that this alternative would be relatively expensive and
would not provide protection to the mid-span bent piles that would still be subject to scour and impacts of
movement from surrounding slopes. Rebuilding of the existing slopes could also be considered. Channeling
the creek into a large arch culvert below the bridge would allow for the slopes around the bridge to be
rebuilt or the channel area to be filled in. We expect that the hydraulic conditions described above, and
habitat requirements would result a larger culvert than what may be typical for a creek this size. DRAFT
April 17, 2020| Page 8
File No. 0410-215-00
6.0 LIMITATIONS
We have prepared this report for City of Kent for the Midway Bridge Temporary Stabilization project in Kent,
Washington. City of Kent may distribute copies of this report to owner’s authorized agents and regulatory
agencies as may be required for the Project.
Within the limitations of scope, schedule and budget, our services have been executed in accordance with
generally accepted practices for geotechnical engineering services in this area at the time this report was
prepared. The conclusions, recommendations, and opinions presented in this report are based on our
professional knowledge, judgment and experience. No warranty, express or implied, applies to the services
or this report.
Please refer to Appendix D titled “Report Limitations and Guidelines for Use” for additional information
pertaining to use of this report. DRAFT
µ
SITE
Vicinity Map
Figure 1
Midway Creek BridgeKent, Washington
2,000 2,0000
Feet
Data Source: Mapbox Open Street Map, 2016
Notes:1. The locations of all features shown are approximate.2. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached document. GeoEngineers, Inc. cannot guarantee the accuracy and content of electronic files. The master file is stored by GeoEngineers, Inc. and will serve as the official record of this communication.
Projection: NAD 1983 UTM Zone 10N
P:\0\0410215\GIS\MXD\041021500_F01_VicinityMap.mxd Date Exported: 04/13/20 by ccabreraDRAFT
APPENDIX A
Logs from GEIC 2011 Report
DRAFT
Fig. 4June 2011SITE PLANSHEET 1 OF 10FEMA AccreditationGreen River Right Bank LeveeSR 516 to S. 231st WayCity of Kent, WashingtonProject 11055-0M:\DATA\2011\11055 Green River Levee\11055-0 SR516 to S231st Way\CAD\110550-02GEI CONVENTIONAL BORING (2011)LEGEND:NOTES:1. ELEVATION CONTOURS AND ORTHOPHOTOSPROVIDED BY THE CITY OF KENT.2. ELEVATIONS SHOWN ARE IN NAVD88.3. BORING LOCATIONS ARE APPROXIMATE.GEI PIEZO-CONE PENETROMETER (2011)GEOENGINEERS BORING (2004)MATCH LINESEE FIG. 5LEVEE CRESTLANDSIDE TOEPROPERTY LINEWATERSIDE TOE0100200SCALE, FEETGEI-B-1GEI-CPT-1G-B-1GEOENGINEERS CPT (2004)G-C-1DRAFT
GREEN RIVER STATIONELEVATION (FT)1043+001041+001039+001037+001035+001033+001031+001029+001027+001025+001023+001021+001019+001017+001015+006050403020100-10-20-30-40-50-60ELEVATION (FT)6050403020100-10-20-30-40-50-601045+007070RM 19.3RM 19.4RM 19.5RM 19.6RM 19.7LIMIT OF 231ST WAY BRIDGEAND EMBANKMENT44355213410329391193646294031TSSP-SMSMMHMLSMSP-SMMLSP-SMMLSP-SMEl. 33.0 ft G-B-3Offset 18 ft L El. 43.5 ftSTATION 1019+44 GEI-B-1AOffset 9 ft REl. 32.7 ftSTATION 1019+64 GEI-B-1Offset 62 ft R
El. 43.2 ft
STATION 1025+35 GEI-B-2Offset 15 ft R
El. 43.4 ft
STATION 1030+42 GEI-B-3Offset 9 ft R
MLSMMLSMSP-SMSPMLSPSP-SMEl. 43.0 ft
STATION 1030+44 GEI-CPT-1Offset 16 ft L
El. 43.3 ft
STATION 1036+49 GEI-B-4Offset 9 ft L
MLCLSP-SMSPMLSP-SMSPGWSMMLSMEl. 39.9 ft
STATION 1039+58 GEI-CPT-2Offset 24 ft L
MLSMSP-SMSPSP-SMSPMLSMEl. 39.7 ft
STATION 1043+94 GEI-CPT-3Offset 27 ft L23984202725192128312971436TSMLSP-SMOLMHSMOLSP-SMSMCHMHSP21345929REFSMSM1622225676371091442319193536SMMLSMSPMLSPSMSP112WOHWOH3356661312121013161829343442SMMLSMSPOLSP923431132101129361424222318SMMHSP-SMMHSMMLMHSMMHSMSTATION 1017+68LEVEE CREST1. LEVEE CREST, LANDSIDE TOE, AND THALWEG ELEVATIONS ESTIMATED FROMTOPOGRAPHY PROVIDED BY THE CITY OF KENT.2. 1% ANNUAL CHANCE FLOOD ELEVATION ESTIMATED FROM DATA PROVIDED BYNORTHWEST HYDRAULIC CONSULTANTS.LEGEND:NOTES:M:\DATA\2011\11055 Green River Levee\11055-0 SR516 to S231st Way\CAD\110550-12Fig. 14SUBSURFACE PROFILESHEET 1 OF 5City of Kent, WashingtonProject 11055-0THALWEGLANDSIDE TOE1% ANNUAL CHANCE FLOOD ELEVATIONGEI-B-1Boring NumberRefusal of the SPT samplerREFOL, Low Plasticity Organic Silts and ClaysCL, Lean Clay or Sandy Lean ClayCH, Fat ClayMH, Elastic SiltSPT Blowcount (blows/ft) 14Approx. Offset from Levee C (Looking Upstation)SM, Silty Sand, Silty Sand with GravelSW, Well Graded Sand, Well Graded Sand with GravelGC, Clayey GravelGM, Silty Gravel, Silty Gravel with SandGP, Poorly Graded Gravel, Poorly Graded Gravel with SandML, Silt or Sandy SiltSC, Clayey SANDSP, Poorly Graded Sand, Poorly Graded Sand with GravelGW, Well Graded Gravel, Well Graded Gravel with SandWater Level ReadingWeight of HammerWOHBORING LOG LEGEND:NOTE: 10x VERTICAL EXAGGERATIONVERTICAL SCALE, FEETHORIZONTAL SCALE, FEET402004002000FEMA AccreditationGreen River Right Bank LeveeSR 516 to S. 231st WayJune 2011El. 43.2 ft
Offset 15 ft RApprox. Boring ElevationLDRAFT
No water return at 7 feet.
Open hole with bentonite
mud starting at 11.5 feet.
After S7, pushed 4-inch
casing to 15 feet because of
water loss. Drilled open hole
starting at 15 feet with
bentonite mud.
0
to
1.5
2.5
to
4
5
to
6.5
7.5
to
9
10
to
11.5
12.5
to
14
15
to
16.5
17.5
to
19
20
to
21.5
22.5
to
24
S1: SILTY SAND (SM); ~55% mostly fine sand, ~45% nonplastic
fines, brown, root and plant fibers in top 6".
S2: SANDY SILT (ML); ~55% nonplastic fines, ~45% fine to
medium sand, brown.
S3: SANDY SILT (ML); Similar to S2.
S4: SANDY SILT (ML); 55.7% nonplastic fines, 44% mostly fine
sand, 0.3% fine gravel, brown.
S5: SANDY SILT (ML); Similar to S4.
S6: SANDY SILT (ML); Similar to S4.
S7: SILTY SAND (SM); ~70% mostly fine sand, ~30% nonplastic
fines, brown-black.
S8: SILTY SAND (SM); Similar to S7.
S9: SILTY SAND (SM); 70.3% mostly fine sand, 29.7%
nonplastic fines, gray-brown.
S10: SILTY SAND (SM); Similar to S9.
S1
S2
S3
S4
S5
S6
S7
S8
S9
S10
4-5-6
2-1-1
WOH/18"
WOH/18"
1-1-2
1-1-2
3-2-3
2-3-3
4-3-3
3-4-2
18/14
18/10
18/13
18/8
18/11
18/9
18/13
18/11
18/13
18/10
WOR = Weight of Rods
WOH = Weight of Hammer
DRILLER NAME:Todd Knipschield
C = Core Sample
S = Split Spoon Sample
U = Undisturbed Sample
SC = Sonic Core
DP = Direct Push Sample
TOTAL DEPTH (ft):51.5
CASING I.D./O.D.:5 inch/ NM
HSA = Hollow-Stem Auger
AUGER I.D./O.D.:NA / NA
LL = Liquid Limit
Pen. = Penetration Length
Rec. = Recovery Length
LOGGED BY:H. Shields
BORING INFORMATION
HAMMER TYPE:Automatic
DRILLING INFORMATION
RIG TYPE:Diedrich D-50
RQD = Rock Quality Designation
= Length of Sound Cores>4 in / Pen.,%
GEI-B-3
CORE BARREL TYPE:NA
CORE BARREL I.D./O.D.:NA / NA
DRILLING METHOD:Open hole mud rotary, cased within levee prism
WATER LEVEL DEPTHS (ft):Not measured
Qp = Pocket Penetrometer Strength
Sv = Pocket Torvane Shear Strength
PI = Plasticity Index
PID = Photoionization Detector
I.D./O.D.= Inside Diameter/Outside Diameter
Blows per 6 in.: 140-lb hammer falling
30 inches to drive a 2-inch-O.D.
split spoon sampler.
ABBREVIATIONS:NA, NM = Not Applicable, Not Measured
PAGE 1 of 2
DRILL ROD O.D.:NM
Drilling Remarks
Sample Information
Depth
(ft)
Soil and Rock DescriptionSample
No.
Blows
per 6 in.
or RQD Graphic LogDepth
(ft)
10
20
Elev.
(ft)
40
30
20
Pen./
Rec.
(in)GREEN RIVER LEVEE LOG 11055-0 BORING LOGS.GPJ GEI DATA TEMPLATE.GDT 5/31/11CITY/STATE:Kent, WA
GEI PROJECT NUMBER:11055-0
NOTES: PROJECT NAME: Green River Levee Accreditation
S231 Way to SR 516 Segment
DATE START/END:2/27/2011 - 2/27/2011
STATION:1030+42 OFFSET:9 ft R BORING
VERT./HORIZ. DATUMS:NAVD 88/NAD 83 DRILLING COMPANY:Holocene Drilling, Inc.
NORTHING:146673.8 EASTING:1283680.7
GROUND SURFACE EL. (ft):43.4
DRAFT
25
to
26.5
27.5
to
29
30
to
31.5
32.5
to
34
35
to
36.5
37.5
to
39
40
to
41.5
42.5
to
44
45
to
46.5
47.5
to
49
50
to
51.5
S11: NARROWLY GRADED SAND (SP); ~95% mostly fine
sand, ~5% nonplastic fines, dark gray.
S12: NARROWLY GRADED SAND (SP); Similar to S11.
S13: NARROWLY GRADED SAND (SP); 95.6% fine to medium
sand, 4.4% nonplastic fines, dark gray.
S14: NARROWLY GRADED SAND (SP); Similar to S13.
S15: NARROWLY GRADED SAND (SP); Similar to S13.
S16: NARROWLY GRADED SAND (SP); Similar to S13.
S17 (0-2"): NARROWLY GRADED SAND (SP); Similar to S13.
S17 (2-7"): ORGANIC SOIL (OL); ~90% low plasticity fines,
~10% fine sand, plant and wood fibers throughout.
S17 (7-12"): NARROWLY GRADED SAND (SP); ~95% mostly
fine sand, ~5% nonplastic fines, dark gray. Some medium to
coarse sand from 7-8".
S18: NARROWLY GRADED SAND (SP); ~95% mostly fine
sand, ~5% nonplastic fines, dark gray.
S19: NARROWLY GRADED SAND (SP); Similar to S18.
S20: NARROWLY GRADED SAND (SP); Similar to S18.
S21: NARROWLY GRADED SAND (SP); Similar to S18.
Bottom of boring at depth 51.5 ft.
Borehole grouted upon completion.
S11
S12
S13
S14
S15
S16
S17
S18
S19
S20
S21
5-6-7
6-5-7
7-6-6
6-5-5
6-7-6
6-7-9
2-5-13
13-15-14
13-16-18
13-15-19
15-19-23
18/10
18/11
18/12
18/11
18/10
18/11
18/12
18/16
18/13
18/15
18/16
PAGE 2 of 2
GEI-B-3
Drilling Remarks
Sample Information
Depth
(ft)
Soil and Rock DescriptionSample
No.
Blows
per 6 in.
or RQD Graphic LogDepth
(ft)
30
40
50
Elev.
(ft)
10
0
-10
Pen./
Rec.
(in)GREEN RIVER LEVEE LOG 11055-0 BORING LOGS.GPJ GEI DATA TEMPLATE.GDT 5/31/11CITY/STATE:Kent, WA
GEI PROJECT NUMBER:11055-0
NOTES: PROJECT NAME: Green River Levee Accreditation
S231 Way to SR 516 Segment
DATE START/END:2/27/2011 - 2/27/2011
STATION:1030+42 OFFSET:9 ft R BORING
VERT./HORIZ. DATUMS:NAVD 88/NAD 83 DRILLING COMPANY:Holocene Drilling, Inc.
NORTHING:146673.8 EASTING:1283680.7
GROUND SURFACE EL. (ft):43.4
DRAFT
GEI
Operator: Brown
Sounding: CPT-01
Cone Used: DSG1079
CPT Date/Time: 2/28/2011 3:52:01 PM
Location: Kent Green River Levees
Job Number:
Maximum Depth = 49.87 feet Depth Increment = 0.197 feet
In Situ Engineering
*Soil behavior type and SPT based on data from UBC-1983
Tip Resistance
Qt TSF
35000
5
10
15
20
25
30
35
40
45
50
Depth
(ft)
Pore Pressure
Pw PSI
30-10
Friction Ratio
Fs/Qt (%)
60
Soil Behavior Type*
Zone: UBC-1983
1 sensitive fine grained
2 organic material
3 clay
4 silty clay to clay
5 clayey silt to silty clay
6 sandy silt to clayey silt
7 silty sand to sandy silt
8 sand to silty sand
9 sand
10 gravelly sand to sand
11 very stiff fine grained (*)
12 sand to clayey sand (*)
120
SPT N*
60% Hammer
500
DRAFT
APPENDIX B
Shearer Design LLC Report dated February 28, 2020
DRAFT
SHEARER DESIGN llc.
Bridge Design, Construction Engineering and Infrastructure Aesthetics
6013 6th Ave N.W.
Seattle, WA 98107
(206)781-7830
\\SHEARERSERVER\Jobs\0303 Kent Bridge Evaluation\0303 Inspection .docx
February 28, 2020
City of Kent
Public Works Operations
5821 South 240th Street
Kent, WA 98032
Subject: Frager Road Bridge 3119 Inspection
Attn: Joseph Araucto P.E.
Dear Mr. Araucto:
I was asked to inspect and provide an evaluation of the N. Frager Road bridge after stream bank
damage and ground subsidence had been reported. I accompanied you and Sing Gursimran to
the site for inspection on the afternoon of February 27,2020. The following is a summary of my
observations and recommendations:
The bridge is a continuous three-span concrete slab bridge. The spans are: 22’- 30.5’-22’ for a
total length of 74.5 feet. The bridge was constructed in or around 1957-58. The structure is
supported on timber piles at each abutment and at each pier. I understand work was done
previously to stabilize the slope on the south east side of the bridge.
Observations
The bench area under the east abutment has lost material below the south end of the abutment
backwall/skirt and there is approximately a 8” gap between the ground and the bottom of the
abutment skirt. (See photos).
It appears there has been a recent slope/bank failure on the north east upstream bank of the
stream that runs under the bridge. To date this failure has not extended to the bridge, but additional
failures could easily extend under the abutment.
Because the bridge is pile supported the structure will not be immediately compromised if there
are continued shallow slope failures that extend under the bridge. However, a deep-seated slope
failure has the potential to buckle the timber piles and cause greater damage to the structure. In
addition, additional slope failures or erosion could cause the approaches to the bridge to settle
causing a hazard to traffic.
Recommendations
Continue to inspect and monitor the bridge for any additional bank or ground failure.
Inspect the roadway adjacent to the abutments to look for settlement of the pavement
section. Inspect at least monthly for now and immediately after any significant storm events
that cause the Green River to rise.
Set barriers to move traffic to the center of the bridge to keep wheel loads off the area
where the abutment skirt has been exposed. DRAFT
SHEARER DESIGN llc.
Bridge Design, Construction Engineering and Infrastructure Aesthetics
6013 6th Ave N.W.
Seattle, WA 98107
(206)781-7830
\\SHEARERSERVER\Jobs\0303 Kent Bridge Evaluation\0303 Inspection .docx
Implement bank stabilization for the area under the bridge and the area where the slope
has failed, both upstream and downstream.
If you have any questions or would like additional information, please feel free to call.
Sincerely,
David R. Shearer S.E.
Principal Bridge Engineer
SHEARER DESIGN
Figure 1 Bench Failure under east abutment DRAFT
SHEARER DESIGN llc.
Bridge Design, Construction Engineering and Infrastructure Aesthetics
6013 6th Ave N.W.
Seattle, WA 98107
(206)781-7830
\\SHEARERSERVER\Jobs\0303 Kent Bridge Evaluation\0303 Inspection .docx
Figure 2 Slope failure on north east stream bank
Figure 3 Material loss under east abutment skirt. DRAFT
SHEARER DESIGN llc.
Bridge Design, Construction Engineering and Infrastructure Aesthetics
6013 6th Ave N.W.
Seattle, WA 98107
(206)781-7830
\\SHEARERSERVER\Jobs\0303 Kent Bridge Evaluation\0303 Inspection .docx
Figure 2 Facing South DRAFT
APPENDIX C
Site Photographs DRAFT
Photos Taken By GeoEngineers on March 31, 2020
Figure C-1
Site Photographs
Midway Creek Bridge Temporary Slope Stabilization
Kent, Washington
0410-215-00 Date Exported: 04/10/2020
Photo 1 : West Slope and West Abutment (Looking West)Photo 2: Creek and West Slope, (Looking Southwest)DRAFT
Photos Taken By GeoEngineers on March 31, 2020
Figure C-2
Site Photographs
0410-215-00 Date Exported: 04/10/2020
Photo 3 : Erosion on East Slope (Looking South)
Midway Creek Bridge Temporary Slope Stabilization
Kent, WashingtonDRAFT
Photos Taken By GeoEngineers on March 31, 2020
Figure C-3
0410-215-00 Date Exported: 04/10/2020
Photo 4 : “Scarp” of East Slope (Looking Southwest)Photo 5 : “Scarp” at East Bridge Abutment (Looking East)
Midway Creek Bridge Temporary Slope Stabilization
Kent, Washington
Site PhotographsDRAFT
Photos Taken By GeoEngineers on March 31, 2020
Figure C-4
0410-215-00 Date Exported: 04/10/2020
Photo 6 : Blocks of Slope Crest Collected on Lower Slope Bench (Looking East)
Midway Creek Bridge Temporary Slope Stabilization
Kent, Washington
Site PhotographsDRAFT
Photos Taken By GeoEngineers on March 31, 2020
Figure C-5
0410-215-00 Date Exported: 04/10/2020
Photo 7 : East Slope Below East Bridge Abutment (Looking East)
Midway Creek Bridge Temporary Slope Stabilization
Kent, Washington
Site PhotographsDRAFT
Photos Taken By GeoEngineers on March 31, 2020
Figure C-6
0410-215-00 Date Exported: 04/10/2020
Photo 8 : Existing Erosion Protection on East Slope South of East
Abutment (Looking South)Photo 9 : Separation Crack at Crest of East Slope
South of East Abutment (Looking North)
Midway Creek Bridge Temporary Slope Stabilization
Kent, Washington
Site PhotographsDRAFT
Photos Taken By GeoEngineers on March 31, 2020
Figure C-7
0410-215-00 Date Exported: 04/10/2020
Photo 10 : Void Below South End of East Abutment (Looking North)
Photo 11 : Material Loss Below Abutment Skirt at South End of East Abutment
(Looking East)
Midway Creek Bridge Temporary Slope Stabilization
Kent, Washington
Site PhotographsDRAFT
Photos Taken By GeoEngineers on March 31, 2020
Figure C-8
Site Photographs
0410-215-00 Date Exported: 04/10/2020
Photo 12 : Stormwater Discharge Pipe Directing Water
into Void Area
Midway Creek Bridge Temporary Slope Stabilization
Kent, WashingtonDRAFT
APPENDIX D
Report Limitations and Guidelines for Use DRAFT
April 17, 2020| Page D-1
File No. 0410-215-00
APPENDIX D
REPORT LIMITATIONS AND GUIDELINES FOR USE1
This appendix provides information to help you manage your risks with respect to the use of this report.
Read These Provisions Closely
It is important to recognize that the geoscience practices (geotechnical engineering, geology and
environmental science) rely on professional judgment and opinion to a greater extent than other
engineering and natural science disciplines, where more precise and/or readily observable data may exist.
To help clients better understand how this difference pertains to our services, GeoEngineers includes the
following explanatory “limitations” provisions in its reports. Please confer with GeoEngineers if you need to
know more how these “Report Limitations and Guidelines for Use” apply to your project or site.
Geotechnical Services are Performed for Specific Purposes, Persons and Projects
This report has been prepared for City of Kent and for the Project specifically identified in the report. The
information contained herein is not applicable to other sites or projects.
GeoEngineers structures its services to meet the specific needs of its clients. No party other than the party
to whom this report is addressed may rely on the product of our services unless we agree to such reliance
in advance and in writing. Within the limitations of the agreed scope of services for the Project, and its
schedule and budget, our services have been executed in accordance with our Agreement with City of Kent
dated March 26, 2020 and generally accepted geotechnical practices in this area at the time this report
was prepared. We do not authorize, and will not be responsible for, the use of this report for any purposes
or projects other than those identified in the report.
A Geotechnical Engineering or Geologic Report is based on a Unique Set of Project-Specific
Factors
This report has been prepared for Midway Creek Bridge Temporary Slope Stabilization Kent, Washington.
GeoEngineers considered a number of unique, project-specific factors when establishing the scope of
services for this project and report. Unless GeoEngineers specifically indicates otherwise, it is important not
to rely on this report if it was:
■ not prepared for you,
■ not prepared for your project,
■ not prepared for the specific site explored, or
■ completed before important project changes were made.
For example, changes that can affect the applicability of this report include those that affect:
■ the function of the proposed structure;
■ elevation, configuration, location, orientation or weight of the proposed structure;
1 Developed based on material provided by GBA, GeoProfessional Business Association; www.geoprofessional.org. DRAFT
April 17, 2020| Page D-2
File No. 0410-215-00
■ composition of the design team; or
■ project ownership.
If changes occur after the date of this report, GeoEngineers cannot be responsible for any consequences
of such changes in relation to this report unless we have been given the opportunity to review our
interpretations and recommendations. Based on that review, we can provide written modifications or
confirmation, as appropriate.
Environmental Concerns are Not Covered
Unless environmental services were specifically included in our scope of services, this report does not
provide any environmental findings, conclusions, or recommendations, including but not limited to, the
likelihood of encountering underground storage tanks or regulated contaminants.
Subsurface Conditions Can Change
This geotechnical or geologic report is based on conditions that existed at the time the study was performed.
The findings and conclusions of this report may be affected by the passage of time, by man-made events
such as construction on or adjacent to the site, new information or technology that becomes available
subsequent to the report date, or by natural events such as floods, earthquakes, slope instability or
groundwater fluctuations. If more than a few months have passed since issuance of our report or work
product, or if any of the described events may have occurred, please contact GeoEngineers before applying
this report for its intended purpose so that we may evaluate whether changed conditions affect the
continued reliability or applicability of our conclusions and recommendations.
Geotechnical and Geologic Findings are Professional Opinions
Our interpretations of subsurface conditions are based on field observations from widely spaced sampling
locations at the site. Site exploration identifies the specific subsurface conditions only at those points where
subsurface tests are conducted or samples are taken. GeoEngineers reviewed field and laboratory data
and then applied its professional judgment to render an informed opinion about subsurface conditions at
other locations. Actual subsurface conditions may differ, sometimes significantly, from the opinions
presented in this report. Our report, conclusions and interpretations are not a warranty of the actual
subsurface conditions.
Geotechnical Engineering Report Recommendations are Not Final
We have developed the following recommendations based on data gathered from subsurface
investigation(s). These investigations sample just a small percentage of a site to create a snapshot of the
subsurface conditions elsewhere on the site. Such sampling on its own cannot provide a complete and
accurate view of subsurface conditions for the entire site. Therefore, the recommendations included in this
report are preliminary and should not be considered final. GeoEngineers’ recommendations can be
finalized only by observing actual subsurface conditions revealed during construction. GeoEngineers
cannot assume responsibility or liability for the recommendations in this report if we do not perform
construction observation.
We recommend that you allow sufficient monitoring, testing and consultation during construction by
GeoEngineers to confirm that the conditions encountered are consistent with those indicated by the
explorations, to provide recommendations for design changes if the conditions revealed during the work DRAFT
April 17, 2020| Page D-3
File No. 0410-215-00
differ from those anticipated, and to evaluate whether earthwork activities are completed in accordance
with our recommendations. Retaining GeoEngineers for construction observation for this project is the most
effective means of managing the risks associated with unanticipated conditions. If another party performs
field observation and confirms our expectations, the other party must take full responsibility for both the
observations and recommendations. Please note, however, that another party would lack our project-
specific knowledge and resources.
A Geotechnical Engineering or Geologic Report Could Be Subject to Misinterpretation
Misinterpretation of this report by members of the design team or by contractors can result in costly
problems. GeoEngineers can help reduce the risks of misinterpretation by conferring with appropriate
members of the design team after submitting the report, reviewing pertinent elements of the design team’s
plans and specifications, participating in pre-bid and preconstruction conferences, and providing
construction observation.
Do Not Redraw the Exploration Logs
Geotechnical engineers and geologists prepare final boring and testing logs based upon their interpretation
of field logs and laboratory data. The logs included in a geotechnical engineering or geologic report should
never be redrawn for inclusion in architectural or other design drawings. Photographic or electronic
reproduction is acceptable, but separating logs from the report can create a risk of misinterpretation.
Give Contractors a Complete Report and Guidance
To help reduce the risk of problems associated with unanticipated subsurface conditions, GeoEngineers
recommends giving contractors the complete geotechnical engineering or geologic report, including these
“Report Limitations and Guidelines for Use.” When providing the report, you should preface it with a clearly
written letter of transmittal that:
■ advises contractors that the report was not prepared for purposes of bid development and that its
accuracy is limited; and
■ encourages contractors to conduct additional study to obtain the specific types of information they
need or prefer.
Contractors are Responsible for Site Safety on Their Own Construction Projects
Our geotechnical recommendations are not intended to direct the contractor’s procedures, methods,
schedule or management of the work site. The contractor is solely responsible for job site safety and for
managing construction operations to minimize risks to on-site personnel and adjacent properties.
Biological Pollutants
GeoEngineers’ Scope of Work specifically excludes the investigation, detection, prevention or assessment
of the presence of Biological Pollutants. Accordingly, this report does not include any interpretations,
recommendations, findings or conclusions regarding the detecting, assessing, preventing or abating of
Biological Pollutants, and no conclusions or inferences should be drawn regarding Biological Pollutants as
they may relate to this project. The term “Biological Pollutants” includes, but is not limited to, molds, fungi,
spores, bacteria and viruses, and/or any of their byproducts. DRAFT
April 17, 2020| Page D-4
File No. 0410-215-00
A Client that desires these specialized services is advised to obtain them from a consultant who offers
services in this specialized field.
Information Provided by Others
GeoEngineers has relied upon certain data or information provided or compiled by others in the
performance of our services. Although we use sources that we reasonably believe to be trustworthy,
GeoEngineers cannot warrant or guarantee the accuracy or completeness of information provided or
compiled by others.
DRAFT
Midway Creek Bridge Repair/Madfai A - 3 July 27, 2020
Project Number: 20-3005
PERMITS
Shoreline Exemption – City of Kent
Hydraulic Project Approval (HPA) – Washington Department of Fish and Wildlife
ECONOMIC & COMMUNITY DEVELOPMENT
Kurt Hanson, Director
220 Fourth Avenue South
Kent, WA 98032-5895
Fax: 253-856-6454
Phone: 253-856-5454
Mayor Dana Ralph
City of Kent Economic & Community Development KentWA.gov July 8, 2020
Mark Madfai
City of Kent Public Works
220 Fourth Avenue South
Kent, WA 98032
mmadfai@KentWa.gov
RE: MIDWAY CREEK BRIDGE STABILIZATION AT FRAGER RD
SHORELINE MASTER PROGRAM EXEMPTION DETERMINATION
SME-2020-02, KIVA #RPSE-2202308
Dear Mark Madfai:
I have reviewed your application received on July 1, 2020 wherein you request an
exemption from the Kent Shoreline Master Program (SMP) to perform emergency
erosion control and abutment stabilization on the Midway Creek Bridge.
The Midway Creek Bridge is located at the intersection of Frager Road and Midway
Creek, toward the northeastern corner of APN 0002000001. Due to erosion from
severe storms and flood events, the southeast abutment of the bridge is compromised
and requires stabilization. Frager Road is currently closed to through traffic and only
open to maintenance vehicles and pedestrians. The bridge is approximately 80 feet
from the shoreline of the Green River, a shoreline of statewide significance.
Accordingly, the City must review the proposed scope of work to determine whether
the proposal is exempt from shoreline permits and whether the proposal meets the
policies and regulations of the Shoreline Master Program. You have also indicated you
are working with the Washington Department of Fish and Wildlife (WDFW) and relevant
agencies for other permits as required. During construction, pedestrians and bicyclists
will be detoured to the east side of the Green River via the Meeker Street pedestrian
bridge and Veterans Drive overpass. Coordination is underway to detour any Seattle
Public Utilities vehicles related to nearby facilities to alternate access points.
The proposed work would consist of installing erosion control matting underneath the
bridge to prevent or reduce the occurrence of additional erosion at the abutment. The
erosion control would consist of a fabric type matt covered with timber planks that are
pinned into the soil underneath the bridge with pins spaced approximately 5 feet apart
and embedded about 5 feet into the soil. In addition, sheet piling is proposed adjacent
to the bridge to secure the embankment, approximately 1,000 sf of sheet piles would
be installed crossing the bridge at the edge of the abutment then continuing out
perpendicular on either side approximately 25 feet. The piles would be embedded
about 15 feet deep into the ground. This will isolate and protect the embankment.
MIDWAY CREEK BRIDGE STABILIZATION AT FRAGER RD
SHORELINE MASTER PROGRAM EXEMPTION DETERMINATION
SME-2020-02, KIVA #RPSE-2202308
Page 2 of 2
Disturbed soils will be replanted with native grasses or other vegetation as required by
the Shoreline Master Program.
Pursuant to WAC 173-27-040(2)(d), emergency construction necessary to protect
property from damage by the elements, where an "emergency" is an unanticipated and
imminent threat to public health, safety, or the environment which requires immediate
action within a time too short to allow full compliance, is exempted from the
substantial development permit process. The proposed scope of work falls within the
parameters for this exemption, and accordingly a Shoreline Substantial Development
permit is not required.
This project is exempt from SEPA review pursuant to WAC 197-11-880 of the
Washington Administrative Code, which exempts actions that must be undertaken
immediately or within a time too short to allow full compliance with the non-
emergency SEPA process, to avoid an imminent threat to public health or safety, to
prevent an imminent danger to public or private property, or to prevent an imminent
threat of serious environmental degradation.
Exemption from substantial development permit requirements does not constitute
exemption from the policies and use regulations of the Shoreline Management Act, the
provisions of Kent’s master program and other applicable city, state or federal permit
requirements. If additional work beyond that which is described in your letter is
required, please notify my office to ascertain if that work is also exempt. Should you
have any questions, please contact Dan Blincoe, Planner at (253) 856-5448 or by
email at dblincoe@KentWA.gov.
Sincerely,
Jason Garnham, AICP
Acting Current Planning Manager
cc: Washington Department of Ecology, PO Box 47703, Olympia, WA 98504-7703, sepaunit@ecv.wa.gov
file
DB||\\Cityvmp1v\sdata\Permit\Plan\shoreline\2020\2202308 - Midway Creek Bridge Emergency
Repair\2202308 - Midway Creek Bridge Emergency Repair.doc
s HYDRAULIC PROJECT APPROVAL
Washi ngton Department of
Fish & Wildlife
PO Box 43234
Olympia, WA 98504-3234
(360) 902-2200
llir.l'r:iri
IISIiona WLDUFN
lssued Date: June 19,2020
Project End Date: August 17,2020
Permit Number: 2020-4-443+01
FPA/Public Notice Number: N/A
Application lD'. 22145
City of Kent
ATTENTION: Mark Madfai
220 4th Ave S
Kent, WA 98032-5838
Project Name:
Project Description
PERMITTEE AUTHORIZED AGENT OR CONTRACTOR
Midway Creek Bridge Emergency Abutment Stabilization
This project is to stabilize the southeast bridge abutment by installing erosion control measures
to prevent further damage underneath the bridge from erosion. Above the bridge the southeast
abutment will also be stabilized by isolating it from the bridge by installing sheet piles in "U"
shape around the upper embankment going down as much as 15 feet deep.
PROVISIONS
'1. TIMING LIMITATIONS: You may begin the project immediately and you must complete the project by August 17,
2020.
2. APPROVED PLANS: You must accomplish the work per plans and specifications submitted with the application and
approved by the Washington Department of Fish and Wildlife entitled, "Midway Bridge City of Kent Sheet Pile Layout",
dated June 11,2020, and "Erosion Control Mat Anchor Detail", dated June 2020, except as modified by this Hydraulic
Project Approval (HPA). You must have a copy of these plans and this HPA available on site during all phases of the
project proposal.
3. INVASIVE SPECIES CONTROL: Thoroughly clean all equipment and gear before arriving and leaving the job site to
prevent the transport and introduction of aquatic invasive species. Properly dispose of any water and chemicals used to
clean gear and equipment. You can find additional information in the Washington Department of Fish and Wildlife's
lnvasive Species Management Protocols (November 2012), available online at
http://wdfw.wa. gov/publications/01 490/wdfwO 1 490. pdf .
NOTIFICATION REQU IREMENTS
4. PRE- AND POST-CONSTRUCTION NOTIFICATION: You, your agent, or contractor must contact the Washington
Department of Fish and Wildlife by e-mail at larry.fisher@dfw.wa.gov and at HPAapplications@dflru.wa.gov; mailto
Post Office Box 43234, Olympia, Washington 98504-3234; or fax to (360) 902-2946 at least one business day before
starting work, and again within seven days after completing the work. The notification must include the permittee's
name, project location, starting date for work or date the work was completed, and the permit number. The Washington
Department of Fish and Wildlife may conduct inspections during and after construction; however, the Washington
Department of Fish and Wildlife will notify you or your agent before conducting the inspection.
5. PHOTOGRAPHS: You, your agent, or contractor must take photographs of the job site before the work begins and
after the work is completed. You must upload the photographs to the post-permit requirement page in the Aquatic
Protection Permitting System (APPS) or mailthem to Washington Department of Fish and Wildlife at Post Office Box
43234, Olympia, Washington 98504-3234 within 30-days after the work is completed.
Page 1 of6
s HYDRAUTIC PROJECT APPROVAT
Washington Department of
Fish & Wildlife
PO 8ox43234
Olympia, WA 98504-3234
(360) 902-2200
ilalililar DFhutri a/
TISH,,aW.DLIFE
lssued Date: June 19,2020
Project End Date: August 17,2020
Permit Number: 2020-4-443+01
FPA/Public Notice Number: N/A
Application lD: 22145
6. FISH KILL/ WATER QUALITY PROBLEM NOTIFICATION: lf a fish kill occurs or fish are observed in distress at the
job site, immediately stop all activities causing harm. lmmediately notify the habitat biologist listed below of the problem
by calling 425-449-6790. lf the likely cause of the fish kill or fish distress is related to water quality, also notify the
Washington Military Department Emergency Management Division at 1-800-258-5990. Activities related to the fish kill
or fish distress must not resume until the Washington Department of Fish ahO WitOtite gives approval. The Washington
Department of Fish and Wildlife may require additional measures to mitigate impacts.
STAGING, JOB SITE ACCESS, AND EQUIPMENT
7. Establish staging areas (used for equipment storage, vehicle storage, fueling, servicing, and hazardous material
storage) in a location and manner that will prevent contaminants such as petroleum products, hydraulic fluid, fresh
concrete, sediments, sediment-laden water, chemicals, or any other toxic or harmful materials from entering waters of
the state.
8. Design and locate new temporary access points to prevent erosion and sediment delivery to waters of the state
9. Clearly mark boundaries to establish the limit of work associated with site access and construction.
10. Limit the removal of native bankline vegetation to the minimum amount needed to construct the project.
11. Check equipment daily for leaks and complete any required repairs in an upland location before using the
equipment near the water.
12. Use environmentally acceptable lubricants composed of biodegradable base oils such as vegetable oils, synthetic
esters, and polyalkylene glycols in equipment operated on the river bank.
CONSTRUCTION-RELATED SEDIMENT, EROSION AND POLLUTION CONTAINMENT
13. Protect all disturbed areas from erosion. Maintain erosion and sediment control until all work and cleanup of the job
site is complete.
14. All erosion control materials that will remain onsite must be composed of 100% biodegradable materials.
15. Straw used for erosion and sediment control, must be certified free of noxious weeds and their seeds.
16. Stop all hydraulic project activities except those needed to control erosion and siltation, if adverse weather
conditions arise that will result in erosion or siltation of waters of the state.
17. Prevent project contaminants, such as petroleum products, hydraulic fluid, fresh concrete, sediments, sedimen!
laden water, chemicals, or any other toxic or harmful materials, from entering or leaching into waters of the state.
18. Route construction water (wastewater) from the project to an upland area above the limits of anticipated floodwater
Remove fine sediment and other contaminants before discharging the construction water to waters of the state.
19. Depositwaste materialfrom the project, such as construction debris, silt, excess dirt, oroverburden, in an upland
area above the limits of anticipated floodwater unless the material is approved by the Washington Department of Fish
and Wildlife for reuse in the pro.1ect.
20. Deposit all trash from the pro.lect at an appropriate upland disposal location.
CONSTRUCTION MATERIALS
2'1. Store all construction and deconstruction material in a location and manner that will prevent contaminants such as
Page 2 of 6
s HYDRAULIC PROJECT APPROVAL
Washington Department of
Fish & Wildlife
PO Box 43234
Olympia, WA 98504-3234
(360) 902-2200
lb',ralba fiphtrrr t
IISH",aWDLIFE
lssued Date: June 19,2020
Project End Date: August 17,2020
Permit Number: 20204-443+01
FPA/Public Notice Number: N/A
Application lD: 22145
petroleum products, hydraulic fluid, fresh cement, sediments, sediment-laden water, chemicals, or any other toxic or
harmful materials from entering waters of the state.
22. Do not stockpile construction material waterward of the ordinary high water line.
23. Use only clean, suitable material as fill material (no trash, debris, car bodies, tires, asphalt, concrete, etc").
STREAM BANK PROTECTION
24.The scope of the bank protection must not exceed that shown on the approved plans (Provision 2).
25. Do not release overburden material into the waters of the state when resloping the bank.
DEMOBILIZATION AND CLEANUP
26. Upon completion of the project, remove all materials or equipment from the site and dispose of all excess spoils
and waste materials in an upland area above the limits of anticipated floodwater.
27. Remove any non-biodregradeable temporary erosion and sediment control methods after the job site is stabilized
LOCATION #1: Site Name: Midway Creek Bridge on Frager Road
Frager Road at Midway Creek, Kent, WA 98032
WORK START: June 19, 2020 WORK END: August 17,2020
WRIA Waterbody: Tributary to:
09 - Duwamish - Green Unknown Stream Number Unknown
1/4 SEC: Section: Township: Range: Latitude: Longitude: County:
NE 1/4 15 22 N O4E 47.388022 -122.272402 King
Location #1 Driving Directions
North on Frager Road from Meeker St. approximately3/4 miles.
APPLY TO ALL HYDRAULIC PROJECT APPROVALS
This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code,
specifically Chapter 77.55 RCW. Additional authorization from other public agencies may be necessary for this project.
The person(s) to whom this Hydraulic Project Approval is issued is responsible for applying for and obtaining any
additional authorization from other public agencies (local, state and/or federal) that may be necessary for this project.
This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the person
(s) to whom this Hydraulic Project Approval is issued and operato(s) performing the work.
This Hydraulic Prolect Approval does not authorize trespass
Page 3 of 6
€$HYDRAUTIE PROJEGT APPROVAT
Washington Department of
Fish & Wildlife
PO Box 43234
Olympia, WA 98504-3234
(360) 902-2200
IISII-u WII,DI,IFI
lssued Date: June 19,2020
Project End Date: August 17,2020
Permit Number: 2020-4-443+01
FPfuPublic Notice Number: N/A
Application lD: 22145
The person(s) to whom this Hydraulic Project Approval is issued and operato(s) performing the work may be held liable
for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic
Project Approval.
Failure to comply with the provisions of this Hydraulic Project Approval could result in civil action against you, including,
but not limited to, a stop work order or notice to comply, and/or a gross misdemeanor criminal charge, possibly
punishable by fine and/or imprisonment.
All Hydraulic Project Approvals issued under RCW 77.55.021 are subject to additional restrictions, conditions, or
revocation if the Department of Fish and Wildlife determines that changed conditions require such action. The person(s)
to whom this Hydraulic Project Approval is issued has the right to appeal those decisions. Procedures for filing appeals
are listed below.
MINOR MODIFICATIONS TO THIS HPA: You may request approval of minor modifications to the required work timing
or to the plans and specifications approved in this HPA unless this is a General HPA. lf this is a General HPA you must
use the Major Modification process described below. Any approved minor modification will require issuance of a letter
documenting the approval. A minor modification to the required work timing means any change to the work start or end
dates of the current work season to enable project or work phase completion. Minor modifications will be approved only
if spawning or incubating fish are not present within the vicinity of the project. You may request subsequent minor
modifications to the required work timing. A minor modification of the plans and specifications means any changes in the
materials, characteristics or construction of your project that does not alter the project's impact to fish life or habitat and
does not require a change in the provisions of the HPA to mitigate the impacts of the modification. lf you originally
applied for your HPA through the online Aquatic Protection Permitting System (APPS), you may request a minor
modification through APPS. A link to APPS is at http://wdfiw.wa.govilicensing/hpa/. lf you did not use APPS you must
submit a written request that clearly indicates you are seeking a minor modification to an existing HPA. Written requests
must include the name of the applicant, the name of the authorized agent if one is acting for the applicant, the APP lD
number of the HPA, the date issued, the permitting biologist, the requested changes to the HPA, the reason for the
requested change, the date of the request, and the requestor's signature. Send by mailto: Washington Department of
Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234, or by emailto HPAapplications@dfw.wa.gov. You
should allow up to 45 days for the department to process your request.
MAJOR MODIFICATIONS TO THIS HPA: You may request approval of major modifications to any aspect of your HPA.
Any approved change other than a minor modification to your HPA will require issuance of a new HPA. lf you originally
applied for your HPA through the online Aquatic Protection Permitting System (APPS), you may request a major
modification through APPS. A link to APPS is at http://wdflru.wa.gov/licensing/hpa/. lf you did not use APPS you must
submit a written request that clearly indicates you are requesting a major modification to an existing HPA. Written
requests must include the name of the applicant, the name of the authorized agent if one is acting for the applicant, the
APP lD number of the HPA, the date issued, the permitting biologist, the requested changes to the HPA, the reason for
the requested change, the date of the request, and the requestor's signature. Send yourwritten request by mailto:
Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234. You may emailyour
request for a major modification to HPAapplications@dfw.wa.gov. You should allow up to 45 days for the department to
process your request.
APPEALS INFORMATION
Page 4 of 6
s HYDRAULIC PROJECT APPROVAL
Washington Department of
Fish & Wldlife
PO Box 43234
Olympia, WA 98504-3234
(360) 902-2200
-CISIIo,a WILDUM
lssued Date: June 19,2020
Project End Date: August 17,2020
Permit Number: 20204-443+01
FPA/Public Notice Number: N/A
Application lD'. 22145
lf you Wish to appeal the issuance, denial, conditioning, or modification of a Hydraulic Project Approval (HPA),
Washington Department of Fish and Wildlife (WDFW recommends that you first contact the department employee who
issued or denied the HPA to discuss your concerns. Such a discussion may resolve your concerns without the need for
further appeal action. lf you proceed with an appeal, you may request an informal or formal appeal. WDFW encourages
you to take advantage of the informal appeal process before initiating a formal appeal. The informal appeal process
includes a review by department management of the HPA or denial and often resolves issues faster and with less legal
complexity than the formal appeal process. lf the informal appeal process does not resolve your concerns, you may
advance your appeal to the formal process. You may contact the HPA Appeals Coordinator at (360) 902-2534 for more
information.
A. INFORMAL APPEALS: WAC 220-660-460 is the rule describing how to request an informal appeal of WDFW actions
taken under Chapter 77.55 RCW. Please refer to that rule for complete informal appeal procedures. The following
information summarizes that rule.
A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request an informal
appeal of that action. You must send your request to WDFW by mail to the HPA Appeals Coordinator, Department of
Fish and Wildlife, Habitat Program, PO Box 43234, Olympia, Washington 98504-3234; e-mailto
HPAapplications@dfw.wa.gov; fax to (360) 902-2946; or hand-delivery to the Natural Resources Building, 1 1 1 1
Washington St SE, Habitat Program, Fifth floor. WDFW must receive your request within 30 days from the date you
receive notice of the decision. lf you agree, and you applied for the HPA, resolution of the appeal may be facilitated
through an informal conference with the WDFW employee responsible for the decision and a supervisor. lf a resolution
is not reached through the informal conference, or you are not the person who applied for the HPA, the HPA Appeals
Coordinator or designee may conduct an informal hearing or review and recommend a decision to the Director or
designee. lf you are not satisfied with the results of the informal appeal, you may file a request for a formal appeal.
B. FORMAL APPEALS: WAC 220-660-470 is the rule describing how to request a formal appeal of WDFW actions
taken under Chapter 77.55 RCW. Please refer to that rule for complete formal appeal procedures. The following
information summarizes that rule.
A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request a formal appeal
of that action. You must send your request for a formal appeal to the clerk of the Pollution Control Hearings Boards and
serve a copy on WDFW within 30 days from the date you receive notice of the decision. You may serve WDFW by mail
to the HPA Appeals Coordinator, Department of Fish and Wildlife, Habitat Program, PO Box 43234, Olympia,
Washington 98504-3234; e-mail to HPAapplications@dfw.wa.gov; fax to (360) 902-2946; or hand-delivery to the Natural
Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. The time period for requesting a formal
appeal is suspended during consideration of a timely informal appeal. lf there has been an informal appeal, you may
request a formal appeal within 30 days from the date you receive the Director's or designee's written decision in
response to the informal appeal.
C. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS: lf there is no timely request for an appeal, the
WDFW action shall be final and unappealable.
Page 5 of 6
$HYDRAULIC PROJECT APPROVAL
Washington Department of
Fish & Wldlife
PO Box 43234
Olympia, WA 98504-3234
(360) 902-2200
Ithd,tr&r
.USIIo,a
tryMtol
WINUM
lssued Date: June 19,2020
Project End Date: August 17,2020
Permit Number: 20204-443+01
FPA/Public Notice Number: N/A
Application lD: 22145
Habitat Biologist
Larry Fisher
Larry. Fisher@dfw.wa. gov
425-449-6790 4ur;-t*for Director
WDFW
Page 6 of 6
Midway Creek Bridge Repair/Madfai A - 4 July 27, 2020
Project Number: 20-3005
DETOUR PLAN
JAMES ST
MEEKER ST 64TH AVE S.SR 516
W. SMITH ST
LA
K
E
S
I
D
E
B
L
V
D
W LAKESIDE BLVD ES. 236TH
F
R
A
G
E
R
R
D
MEEK
E
R
S
T
SR
5
1
6
VETERANS DRIV
E
S. 228TH ST
FRAGER RDFRAGER RDRUSSELL RD516 CLOSURE AREA
GREEN
RUSSELL RDRIVE
R
GREEN RIVER TRAIL DETOUR PLAN
MIDWAY CREEK BRIDGE AT FRAGER ROAD
EROSION ABUTMENT STABILIZATION
Midway Creek Bridge Repair/Madfai A - 5 July 27, 2020
Project Number: 20-3005
PREVAILING WAGE RATES
State of Washington
Department of Labor & Industries
Prevailing Wage Section - Telephone 360-902-5335
PO Box 44540, Olympia, WA 98504-4540
Washington State Prevailing Wage
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe
benefits. On public works projects, worker's wage and benefit rates must add to not less than this
total. A brief description of overtime calculation requirements are provided on the Benefit Code Key.
Journey Level Prevailing Wage Rates for the Effective Date: 07/28/2020
County Trade Job Classification Wage HolidayOvertime Note
*Risk
Class
King Asbestos Abatement Workers Journey Level $50.86 5D 1H View
King Boilermakers Journey Level $69.29 5N 1C View
King Brick Mason Journey Level $58.82 5A 1M View
King Brick Mason Pointer-Caulker-Cleaner $58.82 5A 1M View
King Building Service Employees Janitor $25.58 5S 2F View
King Building Service Employees Traveling Waxer/Shampooer $26.03 5S 2F View
King Building Service Employees Window Cleaner (Non-Scaffold) $29.33 5S 2F View
King Building Service Employees Window Cleaner (Scaffold) $30.33 5S 2F View
King Cabinet Makers (In Shop)Journey Level $22.74 1 View
King Carpenters Acoustical Worker $62.44 7A 4C View
King Carpenters Carpenter $62.44 7A 4C View
King Carpenters Carpenters on Stationary Tools $62.57 7A 4C View
King Carpenters Creosoted Material $62.54 7A 4C View
King Carpenters Floor Finisher $62.44 7A 4C View
King Carpenters Floor Layer $62.44 7A 4C View
King Carpenters Scaffold Erector $62.44 7A 4C View
King Cement Masons Application of all Composition
Mastic
$62.97 7A 4U View
King Cement Masons Application of all Epoxy Material $62.47 7A 4U View
King Cement Masons Application of all Plastic Material $62.97 7A 4U View
King Cement Masons Application of Sealing Compound $62.47 7A 4U View
King Cement Masons Application of Underlayment $62.97 7A 4U View
King Cement Masons Building General $62.47 7A 4U View
King Cement Masons Composition or Kalman Floors $62.97 7A 4U View
King Cement Masons Concrete Paving $62.47 7A 4U View
King Cement Masons Curb & Gutter Machine $62.97 7A 4U View
King Cement Masons Curb & Gutter, Sidewalks $62.47 7A 4U View
King Cement Masons Curing Concrete $62.47 7A 4U View
King Cement Masons Finish Colored Concrete $62.97 7A 4U View
King Cement Masons Floor Grinding $62.97 7A 4U View
King Cement Masons Floor Grinding/Polisher $62.47 7A 4U View
King Cement Masons Green Concrete Saw, self-
powered
$62.97 7A 4U View
King Cement Masons Grouting of all Plates $62.47 7A 4U View
King Cement Masons Grouting of all Tilt-up Panels $62.47 7A 4U View
Page 1 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
King Cement Masons Gunite Nozzleman $62.97 7A 4U View
King Cement Masons Hand Powered Grinder $62.97 7A 4U View
King Cement Masons Journey Level $62.47 7A 4U View
King Cement Masons Patching Concrete $62.47 7A 4U View
King Cement Masons Pneumatic Power Tools $62.97 7A 4U View
King Cement Masons Power Chipping & Brushing $62.97 7A 4U View
King Cement Masons Sand Blasting Architectural Finish $62.97 7A 4U View
King Cement Masons Screed & Rodding Machine $62.97 7A 4U View
King Cement Masons Spackling or Skim Coat Concrete $62.47 7A 4U View
King Cement Masons Troweling Machine Operator $62.97 7A 4U View
King Cement Masons Troweling Machine Operator on
Colored Slabs
$62.97 7A 4U View
King Cement Masons Tunnel Workers $62.97 7A 4U View
King Divers & Tenders Bell/Vehicle or Submersible
Operator (Not Under Pressure)
$116.20 7A 4C View
King Divers & Tenders Dive Supervisor/Master $79.23 7A 4C View
King Divers & Tenders Diver $116.20 7A 4C 8V View
King Divers & Tenders Diver On Standby $74.23 7A 4C View
King Divers & Tenders Diver Tender $67.31 7A 4C View
King Divers & Tenders Manifold Operator $67.31 7A 4C View
King Divers & Tenders Manifold Operator Mixed Gas $72.31 7A 4C View
King Divers & Tenders Remote Operated Vehicle
Operator/Technician
$67.31 7A 4C View
King Divers & Tenders Remote Operated Vehicle Tender $62.69 7A 4C View
King Dredge Workers Assistant Engineer $56.44 5D 3F View
King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F View
King Dredge Workers Boatmen $56.44 5D 3F View
King Dredge Workers Engineer Welder $57.51 5D 3F View
King Dredge Workers Leverman, Hydraulic $58.67 5D 3F View
King Dredge Workers Mates $56.44 5D 3F View
King Dredge Workers Oiler $56.00 5D 3F View
King Drywall Applicator Journey Level $62.44 5D 1H View
King Drywall Tapers Journey Level $62.81 5P 1E View
King Electrical Fixture Maintenance
Workers
Journey Level $31.99 5L 1E View
King Electricians - Inside Cable Splicer $87.22 7C 4E View
King Electricians - Inside Cable Splicer (tunnel) $93.74 7C 4E View
King Electricians - Inside Certified Welder $84.26 7C 4E View
King Electricians - Inside Certified Welder (tunnel) $90.47 7C 4E View
King Electricians - Inside Construction Stock Person $43.18 7C 4E View
King Electricians - Inside Journey Level $81.30 7C 4E View
King Electricians - Inside Journey Level (tunnel) $87.22 7C 4E View
King Electricians - Motor Shop Journey Level $47.53 5A 1B View
King Electricians - Powerline
Construction
Cable Splicer $82.39 5A 4D View
King Electricians - Powerline
Construction
Certified Line Welder $75.64 5A 4D View
King Electricians - Powerline
Construction
Groundperson $49.17 5A 4D View
King Electricians - Powerline
Construction
Heavy Line Equipment Operator $75.64 5A 4D View
King Journey Level Lineperson $75.64 5A 4D View
Page 2 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
Electricians - Powerline
Construction
King Electricians - Powerline
Construction
Line Equipment Operator $64.54 5A 4D View
King Electricians - Powerline
Construction
Meter Installer $49.17 5A 4D 8W View
King Electricians - Powerline
Construction
Pole Sprayer $75.64 5A 4D View
King Electricians - Powerline
Construction
Powderperson $56.49 5A 4D View
King Electronic Technicians Journey Level $53.57 7E 1E View
King Elevator Constructors Mechanic $97.31 7D 4A View
King Elevator Constructors Mechanic In Charge $105.06 7D 4A View
King Fabricated Precast Concrete
Products
All Classifications - In-Factory
Work Only
$18.25 5B 1R View
King Fence Erectors Fence Erector $43.11 7A 4V 8Y View
King Fence Erectors Fence Laborer $43.11 7A 4V 8Y View
King Flaggers Journey Level $43.11 7A 4V 8Y View
King Glaziers Journey Level $66.51 7L 1Y View
King Heat & Frost Insulators And
Asbestos Workers
Journeyman $76.61 5J 4H View
King Heating Equipment Mechanics Journey Level $85.88 7F 1E View
King Hod Carriers & Mason Tenders Journey Level $52.44 7A 4V 8Y View
King Industrial Power Vacuum Cleaner Journey Level $13.50 1 View
King Inland Boatmen Boat Operator $61.41 5B 1K View
King Inland Boatmen Cook $56.48 5B 1K View
King Inland Boatmen Deckhand $57.48 5B 1K View
King Inland Boatmen Deckhand Engineer $58.81 5B 1K View
King Inland Boatmen Launch Operator $58.89 5B 1K View
King Inland Boatmen Mate $57.31 5B 1K View
King Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Cleaner Operator, Foamer
Operator
$31.49 1 View
King Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Grout Truck Operator $13.50 1 View
King Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Head Operator $24.91 1 View
King Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Technician $19.33 1 View
King Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Tv Truck Operator $20.45 1 View
King Insulation Applicators Journey Level $62.44 7A 4C View
King Ironworkers Journeyman $73.73 7N 1O View
King Laborers Air, Gas Or Electric Vibrating
Screed
$50.86 7A 4V 8Y View
King Laborers Airtrac Drill Operator $52.44 7A 4V 8Y View
King Laborers Ballast Regular Machine $50.86 7A 4V 8Y View
King Laborers Batch Weighman $43.11 7A 4V 8Y View
King Laborers Brick Pavers $50.86 7A 4V 8Y View
King Laborers Brush Cutter $50.86 7A 4V 8Y View
Page 3 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
King Laborers Brush Hog Feeder $50.86 7A 4V 8Y View
King Laborers Burner $50.86 7A 4V 8Y View
King Laborers Caisson Worker $52.44 7A 4V 8Y View
King Laborers Carpenter Tender $50.86 7A 4V 8Y View
King Laborers Cement Dumper-paving $51.80 7A 4V 8Y View
King Laborers Cement Finisher Tender $50.86 7A 4V 8Y View
King Laborers Change House Or Dry Shack $50.86 7A 4V 8Y View
King Laborers Chipping Gun (30 Lbs. And Over) $51.80 7A 4V 8Y View
King Laborers Chipping Gun (Under 30 Lbs.) $50.86 7A 4V 8Y View
King Laborers Choker Setter $50.86 7A 4V 8Y View
King Laborers Chuck Tender $50.86 7A 4V 8Y View
King Laborers Clary Power Spreader $51.80 7A 4V 8Y View
King Laborers Clean-up Laborer $50.86 7A 4V 8Y View
King Laborers Concrete Dumper/Chute
Operator
$51.80 7A 4V 8Y View
King Laborers Concrete Form Stripper $50.86 7A 4V 8Y View
King Laborers Concrete Placement Crew $51.80 7A 4V 8Y View
King Laborers Concrete Saw Operator/Core
Driller
$51.80 7A 4V 8Y View
King Laborers Crusher Feeder $43.11 7A 4V 8Y View
King Laborers Curing Laborer $50.86 7A 4V 8Y View
King Laborers Demolition: Wrecking & Moving
(Incl. Charred Material)
$50.86 7A 4V 8Y View
King Laborers Ditch Digger $50.86 7A 4V 8Y View
King Laborers Diver $52.44 7A 4V 8Y View
King Laborers Drill Operator (Hydraulic,
Diamond)
$51.80 7A 4V 8Y View
King Laborers Dry Stack Walls $50.86 7A 4V 8Y View
King Laborers Dump Person $50.86 7A 4V 8Y View
King Laborers Epoxy Technician $50.86 7A 4V 8Y View
King Laborers Erosion Control Worker $50.86 7A 4V 8Y View
King Laborers Faller & Bucker Chain Saw $51.80 7A 4V 8Y View
King Laborers Fine Graders $50.86 7A 4V 8Y View
King Laborers Firewatch $43.11 7A 4V 8Y View
King Laborers Form Setter $50.86 7A 4V 8Y View
King Laborers Gabian Basket Builders $50.86 7A 4V 8Y View
King Laborers General Laborer $50.86 7A 4V 8Y View
King Laborers Grade Checker & Transit Person $52.44 7A 4V 8Y View
King Laborers Grinders $50.86 7A 4V 8Y View
King Laborers Grout Machine Tender $50.86 7A 4V 8Y View
King Laborers Groutmen (Pressure) Including
Post Tension Beams
$51.80 7A 4V 8Y View
King Laborers Guardrail Erector $50.86 7A 4V 8Y View
King Laborers Hazardous Waste Worker (Level
A)
$52.44 7A 4V 8Y View
King Laborers Hazardous Waste Worker (Level
B)
$51.80 7A 4V 8Y View
King Laborers Hazardous Waste Worker (Level
C)
$50.86 7A 4V 8Y View
King Laborers High Scaler $52.44 7A 4V 8Y View
King Laborers Jackhammer $51.80 7A 4V 8Y View
King Laborers Laserbeam Operator $51.80 7A 4V 8Y View
Page 4 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
King Laborers Maintenance Person $50.86 7A 4V 8Y View
King Laborers Manhole Builder-Mudman $51.80 7A 4V 8Y View
King Laborers Material Yard Person $50.86 7A 4V 8Y View
King Laborers Motorman-Dinky Locomotive $51.80 7A 4V 8Y View
King Laborers Nozzleman (Concrete Pump,
Green Cutter When Using
Combination Of High Pressure Air
& Water On Concrete & Rock,
Sandblast, Gunite, Shotcrete,
Water Blaster, Vacuum Blaster)
$51.80 7A 4V 8Y View
King Laborers Pavement Breaker $51.80 7A 4V 8Y View
King Laborers Pilot Car $43.11 7A 4V 8Y View
King Laborers Pipe Layer Lead $52.44 7A 4V 8Y View
King Laborers Pipe Layer/Tailor $51.80 7A 4V 8Y View
King Laborers Pipe Pot Tender $51.80 7A 4V 8Y View
King Laborers Pipe Reliner $51.80 7A 4V 8Y View
King Laborers Pipe Wrapper $51.80 7A 4V 8Y View
King Laborers Pot Tender $50.86 7A 4V 8Y View
King Laborers Powderman $52.44 7A 4V 8Y View
King Laborers Powderman's Helper $50.86 7A 4V 8Y View
King Laborers Power Jacks $51.80 7A 4V 8Y View
King Laborers Railroad Spike Puller - Power $51.80 7A 4V 8Y View
King Laborers Raker - Asphalt $52.44 7A 4V 8Y View
King Laborers Re-timberman $52.44 7A 4V 8Y View
King Laborers Remote Equipment Operator $51.80 7A 4V 8Y View
King Laborers Rigger/Signal Person $51.80 7A 4V 8Y View
King Laborers Rip Rap Person $50.86 7A 4V 8Y View
King Laborers Rivet Buster $51.80 7A 4V 8Y View
King Laborers Rodder $51.80 7A 4V 8Y View
King Laborers Scaffold Erector $50.86 7A 4V 8Y View
King Laborers Scale Person $50.86 7A 4V 8Y View
King Laborers Sloper (Over 20") $51.80 7A 4V 8Y View
King Laborers Sloper Sprayer $50.86 7A 4V 8Y View
King Laborers Spreader (Concrete) $51.80 7A 4V 8Y View
King Laborers Stake Hopper $50.86 7A 4V 8Y View
King Laborers Stock Piler $50.86 7A 4V 8Y View
King Laborers Swinging Stage/Boatswain Chair $43.11 7A 4V 8Y View
King Laborers Tamper & Similar Electric, Air &
Gas Operated Tools
$51.80 7A 4V 8Y View
King Laborers Tamper (Multiple & Self-
propelled)
$51.80 7A 4V 8Y View
King Laborers Timber Person - Sewer (Lagger,
Shorer & Cribber)
$51.80 7A 4V 8Y View
King Laborers Toolroom Person (at Jobsite) $50.86 7A 4V 8Y View
King Laborers Topper $50.86 7A 4V 8Y View
King Laborers Track Laborer $50.86 7A 4V 8Y View
King Laborers Track Liner (Power) $51.80 7A 4V 8Y View
King Laborers Traffic Control Laborer $46.10 7A 4V 9C View
King Laborers Traffic Control Supervisor $48.84 7A 4V 9C View
King Laborers Truck Spotter $50.86 7A 4V 8Y View
King Laborers Tugger Operator $51.80 7A 4V 8Y View
Page 5 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
King Laborers Tunnel Work-Compressed Air
Worker 0-30 psi
$120.61 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 30.01-44.00 psi
$125.64 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 44.01-54.00 psi
$129.32 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 54.01-60.00 psi
$135.02 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 60.01-64.00 psi
$137.14 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 64.01-68.00 psi
$142.24 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 68.01-70.00 psi
$144.14 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 70.01-72.00 psi
$146.14 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 72.01-74.00 psi
$148.14 7A 4V 9B View
King Laborers Tunnel Work-Guage and Lock
Tender
$52.54 7A 4V 8Y View
King Laborers Tunnel Work-Miner $52.54 7A 4V 8Y View
King Laborers Vibrator $51.80 7A 4V 8Y View
King Laborers Vinyl Seamer $50.86 7A 4V 8Y View
King Laborers Watchman $39.18 7A 4V 8Y View
King Laborers Welder $51.80 7A 4V 8Y View
King Laborers Well Point Laborer $51.80 7A 4V 8Y View
King Laborers Window Washer/Cleaner $39.18 7A 4V 8Y View
King Laborers - Underground Sewer &
Water
General Laborer & Topman $50.86 7A 4V 8Y View
King Laborers - Underground Sewer &
Water
Pipe Layer $51.80 7A 4V 8Y View
King Landscape Construction Landscape
Construction/Landscaping Or
Planting Laborers
$39.18 7A 4V 8Y View
King Landscape Construction Landscape Operator $68.02 7A 3K 8X View
King Landscape Maintenance Groundskeeper $17.87 1 View
King Lathers Journey Level $62.44 5D 1H View
King Marble Setters Journey Level $58.82 5A 1M View
King Metal Fabrication (In Shop)Fitter $15.86 1 View
King Metal Fabrication (In Shop)Laborer $13.50 1 View
King Metal Fabrication (In Shop)Machine Operator $13.50 1 View
King Metal Fabrication (In Shop)Painter $13.50 1 View
King Metal Fabrication (In Shop)Welder $15.48 1 View
King Millwright Journey Level $63.94 7A 4C View
King Modular Buildings Cabinet Assembly $13.50 1 View
King Modular Buildings Electrician $13.50 1 View
King Modular Buildings Equipment Maintenance $13.50 1 View
King Modular Buildings Plumber $13.50 1 View
King Modular Buildings Production Worker $13.50 1 View
King Modular Buildings Tool Maintenance $13.50 1 View
King Modular Buildings Utility Person $13.50 1 View
King Modular Buildings Welder $13.50 1 View
King Painters Journey Level $43.40 6Z 2B View
Page 6 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
King Pile Driver Crew Tender $67.31 7A 4C View
King Pile Driver Crew Tender/Technician $67.31 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 0-30.00 PSI
$77.93 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 30.01 - 44.00 PSI
$82.93 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 44.01 - 54.00 PSI
$86.93 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 54.01 - 60.00 PSI
$91.93 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 60.01 - 64.00 PSI
$94.43 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 64.01 - 68.00 PSI
$99.43 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 68.01 - 70.00 PSI
$101.43 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 70.01 - 72.00 PSI
$103.43 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 72.01 - 74.00 PSI
$105.43 7A 4C View
King Pile Driver Journey Level $62.69 7A 4C View
King Plasterers Journey Level $59.29 7Q 1R View
King Playground & Park Equipment
Installers
Journey Level $13.50 1 View
King Plumbers & Pipefitters Journey Level $89.19 6Z 1G View
King Power Equipment Operators Asphalt Plant Operators $69.16 7A 3K 8X View
King Power Equipment Operators Assistant Engineer $65.05 7A 3K 8X View
King Power Equipment Operators Barrier Machine (zipper) $68.55 7A 3K 8X View
King Power Equipment Operators Batch Plant Operator: concrete $68.55 7A 3K 8X View
King Power Equipment Operators Bobcat $65.05 7A 3K 8X View
King Power Equipment Operators Brokk - Remote Demolition
Equipment
$65.05 7A 3K 8X View
King Power Equipment Operators Brooms $65.05 7A 3K 8X View
King Power Equipment Operators Bump Cutter $68.55 7A 3K 8X View
King Power Equipment Operators Cableways $69.16 7A 3K 8X View
King Power Equipment Operators Chipper $68.55 7A 3K 8X View
King Power Equipment Operators Compressor $65.05 7A 3K 8X View
King Power Equipment Operators Concrete Finish Machine - Laser
Screed
$65.05 7A 3K 8X View
King Power Equipment Operators Concrete Pump - Mounted Or
Trailer High Pressure Line Pump,
Pump High Pressure
$68.02 7A 3K 8X View
King Power Equipment Operators Concrete Pump: Truck Mount
With Boom Attachment Over 42 M
$69.16 7A 3K 8X View
King Power Equipment Operators Concrete Pump: Truck Mount
With Boom Attachment Up To
42m
$68.55 7A 3K 8X View
King Power Equipment Operators Conveyors $68.02 7A 3K 8X View
King Power Equipment Operators Cranes friction: 200 tons and over $71.26 7A 3K 8X View
King Power Equipment Operators Cranes: 100 tons through 199
tons, or 150' of boom (including
jib with attachments)
$69.85 7A 3K 8X View
King Power Equipment Operators Cranes: 20 Tons Through 44 Tons
With Attachments
$68.55 7A 3K 8X View
Page 7 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
King Power Equipment Operators Cranes: 200 tons- 299 tons, or
250' of boom including jib with
attachments
$70.57 7A 3K 8X View
King Power Equipment Operators Cranes: 300 tons and over or 300'
of boom including jib with
attachments
$71.26 7A 3K 8X View
King Power Equipment Operators Cranes: 45 Tons Through 99 Tons,
Under 150' Of Boom (including Jib
With Attachments)
$69.16 7A 3K 8X View
King Power Equipment Operators Cranes: A-frame - 10 Tons And
Under
$65.05 7A 3K 8X View
King Power Equipment Operators Cranes: Friction cranes through
199 tons
$70.57 7A 3K 8X View
King Power Equipment Operators Cranes: through 19 tons with
attachments, A-frame over 10
tons
$68.02 7A 3K 8X View
King Power Equipment Operators Crusher $68.55 7A 3K 8X View
King Power Equipment Operators Deck Engineer/Deck Winches
(power)
$68.55 7A 3K 8X View
King Power Equipment Operators Derricks, On Building Work $69.16 7A 3K 8X View
King Power Equipment Operators Dozers D-9 & Under $68.02 7A 3K 8X View
King Power Equipment Operators Drill Oilers: Auger Type, Truck Or
Crane Mount
$68.02 7A 3K 8X View
King Power Equipment Operators Drilling Machine $69.85 7A 3K 8X View
King Power Equipment Operators Elevator And Man-lift: Permanent
And Shaft Type
$65.05 7A 3K 8X View
King Power Equipment Operators Finishing Machine, Bidwell And
Gamaco & Similar Equipment
$68.55 7A 3K 8X View
King Power Equipment Operators Forklift: 3000 Lbs And Over With
Attachments
$68.02 7A 3K 8X View
King Power Equipment Operators Forklifts: Under 3000 Lbs. With
Attachments
$65.05 7A 3K 8X View
King Power Equipment Operators Grade Engineer: Using Blue
Prints, Cut Sheets, Etc
$68.55 7A 3K 8X View
King Power Equipment Operators Gradechecker/Stakeman $65.05 7A 3K 8X View
King Power Equipment Operators Guardrail Punch $68.55 7A 3K 8X View
King Power Equipment Operators Hard Tail End Dump Articulating
Off- Road Equipment 45 Yards. &
Over
$69.16 7A 3K 8X View
King Power Equipment Operators Hard Tail End Dump Articulating
Off-road Equipment Under 45
Yards
$68.55 7A 3K 8X View
King Power Equipment Operators Horizontal/Directional Drill
Locator
$68.02 7A 3K 8X View
King Power Equipment Operators Horizontal/Directional Drill
Operator
$68.55 7A 3K 8X View
King Power Equipment Operators Hydralifts/Boom Trucks Over 10
Tons
$68.02 7A 3K 8X View
King Power Equipment Operators Hydralifts/Boom Trucks, 10 Tons
And Under
$65.05 7A 3K 8X View
King Power Equipment Operators Loader, Overhead 8 Yards. &
Over
$69.85 7A 3K 8X View
King Power Equipment Operators Loader, Overhead, 6 Yards. But
Not Including 8 Yards
$69.16 7A 3K 8X View
King Power Equipment Operators Loaders, Overhead Under 6 Yards $68.55 7A 3K 8X View
King Power Equipment Operators Loaders, Plant Feed $68.55 7A 3K 8X View
Page 8 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
King Power Equipment Operators Loaders: Elevating Type Belt $68.02 7A 3K 8X View
King Power Equipment Operators Locomotives, All $68.55 7A 3K 8X View
King Power Equipment Operators Material Transfer Device $68.55 7A 3K 8X View
King Power Equipment Operators Mechanics, All (leadmen - $0.50
Per Hour Over Mechanic)
$69.85 7A 3K 8X View
King Power Equipment Operators Motor Patrol Graders $69.16 7A 3K 8X View
King Power Equipment Operators Mucking Machine, Mole, Tunnel
Drill, Boring, Road Header And/or
Shield
$69.16 7A 3K 8X View
King Power Equipment Operators Oil Distributors, Blower
Distribution & Mulch Seeding
Operator
$65.05 7A 3K 8X View
King Power Equipment Operators Outside Hoists (Elevators And
Manlifts), Air Tuggers, Strato
$68.02 7A 3K 8X View
King Power Equipment Operators Overhead, Bridge Type Crane: 20
Tons Through 44 Tons
$68.55 7A 3K 8X View
King Power Equipment Operators Overhead, Bridge Type: 100 Tons
And Over
$69.85 7A 3K 8X View
King Power Equipment Operators Overhead, Bridge Type: 45 Tons
Through 99 Tons
$69.16 7A 3K 8X View
King Power Equipment Operators Pavement Breaker $65.05 7A 3K 8X View
King Power Equipment Operators Pile Driver (other Than Crane
Mount)
$68.55 7A 3K 8X View
King Power Equipment Operators Plant Oiler - Asphalt, Crusher $68.02 7A 3K 8X View
King Power Equipment Operators Posthole Digger, Mechanical $65.05 7A 3K 8X View
King Power Equipment Operators Power Plant $65.05 7A 3K 8X View
King Power Equipment Operators Pumps - Water $65.05 7A 3K 8X View
King Power Equipment Operators Quad 9, Hd 41, D10 And Over $69.16 7A 3K 8X View
King Power Equipment Operators Quick Tower - No Cab, Under 100
Feet In Height Based To Boom
$65.05 7A 3K 8X View
King Power Equipment Operators Remote Control Operator On
Rubber Tired Earth Moving
Equipment
$69.16 7A 3K 8X View
King Power Equipment Operators Rigger and Bellman $65.05 7A 3K 8X View
King Power Equipment Operators Rigger/Signal Person, Bellman
(Certified)
$68.02 7A 3K 8X View
King Power Equipment Operators Rollagon $69.16 7A 3K 8X View
King Power Equipment Operators Roller, Other Than Plant Mix $65.05 7A 3K 8X View
King Power Equipment Operators Roller, Plant Mix Or Multi-lift
Materials
$68.02 7A 3K 8X View
King Power Equipment Operators Roto-mill, Roto-grinder $68.55 7A 3K 8X View
King Power Equipment Operators Saws - Concrete $68.02 7A 3K 8X View
King Power Equipment Operators Scraper, Self Propelled Under 45
Yards
$68.55 7A 3K 8X View
King Power Equipment Operators Scrapers - Concrete & Carry All $68.02 7A 3K 8X View
King Power Equipment Operators Scrapers, Self-propelled: 45 Yards
And Over
$69.16 7A 3K 8X View
King Power Equipment Operators Service Engineers - Equipment $68.02 7A 3K 8X View
King Power Equipment Operators Shotcrete/Gunite Equipment $65.05 7A 3K 8X View
King Power Equipment Operators Shovel, Excavator, Backhoe,
Tractors Under 15 Metric Tons
$68.02 7A 3K 8X View
King Power Equipment Operators Shovel, Excavator, Backhoe: Over
30 Metric Tons To 50 Metric Tons
$69.16 7A 3K 8X View
King Power Equipment Operators $68.55 7A 3K 8X View
Page 9 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
Shovel, Excavator, Backhoes,
Tractors: 15 To 30 Metric Tons
King Power Equipment Operators Shovel, Excavator, Backhoes:
Over 50 Metric Tons To 90 Metric
Tons
$69.85 7A 3K 8X View
King Power Equipment Operators Shovel, Excavator, Backhoes:
Over 90 Metric Tons
$70.57 7A 3K 8X View
King Power Equipment Operators Slipform Pavers $69.16 7A 3K 8X View
King Power Equipment Operators Spreader, Topsider & Screedman $69.16 7A 3K 8X View
King Power Equipment Operators Subgrader Trimmer $68.55 7A 3K 8X View
King Power Equipment Operators Tower Bucket Elevators $68.02 7A 3K 8X View
King Power Equipment Operators Tower Crane Up To 175' In Height
Base To Boom
$69.85 7A 3K 8X View
King Power Equipment Operators Tower Crane: over 175’ through
250’ in height, base to boom
$70.57 7A 3K 8X View
King Power Equipment Operators Tower Cranes: over 250' in height
from base to boom
$71.26 7A 3K 8X View
King Power Equipment Operators Transporters, All Track Or Truck
Type
$69.16 7A 3K 8X View
King Power Equipment Operators Trenching Machines $68.02 7A 3K 8X View
King Power Equipment Operators Truck Crane Oiler/driver - 100
Tons And Over
$68.55 7A 3K 8X View
King Power Equipment Operators Truck Crane Oiler/Driver Under
100 Tons
$68.02 7A 3K 8X View
King Power Equipment Operators Truck Mount Portable Conveyor $68.55 7A 3K 8X View
King Power Equipment Operators Welder $69.16 7A 3K 8X View
King Power Equipment Operators Wheel Tractors, Farmall Type $65.05 7A 3K 8X View
King Power Equipment Operators Yo Yo Pay Dozer $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Asphalt Plant Operators $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Assistant Engineer $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Barrier Machine (zipper) $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Batch Plant Operator, Concrete $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Bobcat $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Brokk - Remote Demolition
Equipment
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Brooms $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Bump Cutter $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cableways $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Chipper $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Compressor $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Concrete Finish Machine - Laser
Screed
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Concrete Pump - Mounted Or
Trailer High Pressure Line Pump,
Pump High Pressure
$68.02 7A 3K 8X View
Page 10 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
King Power Equipment Operators-
Underground Sewer & Water
Concrete Pump: Truck Mount
With Boom Attachment Over 42 M
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Concrete Pump: Truck Mount
With Boom Attachment Up To
42m
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Conveyors $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes friction: 200 tons and over $71.26 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 100 tons through 199
tons, or 150' of boom (including
jib with attachments)
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 20 Tons Through 44 Tons
With Attachments
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 200 tons- 299 tons, or
250' of boom including jib with
attachments
$70.57 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 300 tons and over or 300'
of boom including jib with
attachments
$71.26 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 45 Tons Through 99 Tons,
Under 150' Of Boom (including Jib
With Attachments)
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: A-frame - 10 Tons And
Under
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: Friction cranes through
199 tons
$70.57 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: through 19 tons with
attachments, A-frame over 10
tons
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Crusher $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Deck Engineer/Deck Winches
(power)
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Derricks, On Building Work $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Dozers D-9 & Under $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Drill Oilers: Auger Type, Truck Or
Crane Mount
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Drilling Machine $69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Elevator And Man-lift: Permanent
And Shaft Type
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Finishing Machine, Bidwell And
Gamaco & Similar Equipment
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Forklift: 3000 Lbs And Over With
Attachments
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Forklifts: Under 3000 Lbs. With
Attachments
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Grade Engineer: Using Blue
Prints, Cut Sheets, Etc
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Gradechecker/Stakeman $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Guardrail Punch $68.55 7A 3K 8X View
King $69.16 7A 3K 8X View
Page 11 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
Power Equipment Operators-
Underground Sewer & Water
Hard Tail End Dump Articulating
Off- Road Equipment 45 Yards. &
Over
King Power Equipment Operators-
Underground Sewer & Water
Hard Tail End Dump Articulating
Off-road Equipment Under 45
Yards
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Horizontal/Directional Drill
Locator
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Horizontal/Directional Drill
Operator
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Hydralifts/Boom Trucks Over 10
Tons
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Hydralifts/Boom Trucks, 10 Tons
And Under
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loader, Overhead 8 Yards. &
Over
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loader, Overhead, 6 Yards. But
Not Including 8 Yards
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loaders, Overhead Under 6 Yards $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loaders, Plant Feed $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loaders: Elevating Type Belt $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Locomotives, All $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Material Transfer Device $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Mechanics, All (leadmen - $0.50
Per Hour Over Mechanic)
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Motor Patrol Graders $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Mucking Machine, Mole, Tunnel
Drill, Boring, Road Header And/or
Shield
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Oil Distributors, Blower
Distribution & Mulch Seeding
Operator
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Outside Hoists (Elevators And
Manlifts), Air Tuggers, Strato
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Overhead, Bridge Type Crane: 20
Tons Through 44 Tons
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Overhead, Bridge Type: 100 Tons
And Over
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Overhead, Bridge Type: 45 Tons
Through 99 Tons
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Pavement Breaker $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Pile Driver (other Than Crane
Mount)
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Plant Oiler - Asphalt, Crusher $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Posthole Digger, Mechanical $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Power Plant $65.05 7A 3K 8X View
King Pumps - Water $65.05 7A 3K 8X View
Page 12 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
Power Equipment Operators-
Underground Sewer & Water
King Power Equipment Operators-
Underground Sewer & Water
Quad 9, Hd 41, D10 And Over $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Quick Tower - No Cab, Under 100
Feet In Height Based To Boom
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Remote Control Operator On
Rubber Tired Earth Moving
Equipment
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Rigger and Bellman $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Rigger/Signal Person, Bellman
(Certified)
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Rollagon $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Roller, Other Than Plant Mix $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Roller, Plant Mix Or Multi-lift
Materials
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Roto-mill, Roto-grinder $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Saws - Concrete $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Scraper, Self Propelled Under 45
Yards
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Scrapers - Concrete & Carry All $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Scrapers, Self-propelled: 45 Yards
And Over
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Service Engineers - Equipment $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shotcrete/Gunite Equipment $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoe,
Tractors Under 15 Metric Tons
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoe: Over
30 Metric Tons To 50 Metric Tons
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoes,
Tractors: 15 To 30 Metric Tons
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoes:
Over 50 Metric Tons To 90 Metric
Tons
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoes:
Over 90 Metric Tons
$70.57 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Slipform Pavers $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Spreader, Topsider & Screedman $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Subgrader Trimmer $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Tower Bucket Elevators $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Tower Crane Up To 175' In Height
Base To Boom
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Tower Crane: over 175’ through
250’ in height, base to boom
$70.57 7A 3K 8X View
Page 13 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
King Power Equipment Operators-
Underground Sewer & Water
Tower Cranes: over 250' in height
from base to boom
$71.26 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Transporters, All Track Or Truck
Type
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Trenching Machines $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Truck Crane Oiler/driver - 100
Tons And Over
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Truck Crane Oiler/Driver Under
100 Tons
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Truck Mount Portable Conveyor $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Welder $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Wheel Tractors, Farmall Type $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Yo Yo Pay Dozer $68.55 7A 3K 8X View
King Power Line Clearance Tree
Trimmers
Journey Level In Charge $53.10 5A 4A View
King Power Line Clearance Tree
Trimmers
Spray Person $50.40 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Equipment Operator $53.10 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Trimmer $47.48 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Trimmer Groundperson $36.10 5A 4A View
King Refrigeration & Air Conditioning
Mechanics
Journey Level $84.01 6Z 1G View
King Residential Brick Mason Journey Level $58.82 5A 1M View
King Residential Carpenters Journey Level $32.06 1 View
King Residential Cement Masons Journey Level $29.25 1 View
King Residential Drywall Applicators Journey Level $46.43 7A 4C View
King Residential Drywall Tapers Journey Level $47.04 5P 1E View
King Residential Electricians Journey Level $36.01 1 View
King Residential Glaziers Journey Level $45.90 7L 1H View
King Residential Insulation Applicators Journey Level $29.87 1 View
King Residential Laborers Journey Level $26.18 1 View
King Residential Marble Setters Journey Level $27.38 1 View
King Residential Painters Journey Level $27.80 1 View
King Residential Plumbers &
Pipefitters
Journey Level $39.43 1 View
King Residential Refrigeration & Air
Conditioning Mechanics
Journey Level $54.12 5A 1G View
King Residential Sheet Metal Workers Journey Level (Field or Shop) $51.89 7F 1R View
King Residential Soft Floor Layers Journey Level $51.07 5A 3J View
King Residential Sprinkler Fitters (Fire
Protection)
Journey Level $50.89 5C 2R View
King Residential Stone Masons Journey Level $58.82 5A 1M View
King Residential Terrazzo Workers Journey Level $54.06 5A 1M View
King Residential Terrazzo/Tile
Finishers
Journey Level $24.39 1 View
King Residential Tile Setters Journey Level $21.04 1 View
Page 14 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
King Roofers Journey Level $55.02 5A 3H View
King Roofers Using Irritable Bituminous
Materials
$58.02 5A 3H View
King Sheet Metal Workers Journey Level (Field or Shop) $85.88 7F 1E View
King Shipbuilding & Ship Repair New Construction Boilermaker $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Carpenter $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Crane Operator $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Electrician $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Heat & Frost
Insulator
$76.61 5J 4H View
King Shipbuilding & Ship Repair New Construction Laborer $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Machinist $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Operating
Engineer
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Painter $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Pipefitter $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Rigger $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Sheet Metal $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Shipfitter $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Warehouse/Teamster
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Welder /
Burner
$36.36 7V 1 View
King Shipbuilding & Ship Repair Ship Repair Boilermaker $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Carpenter $44.95 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View
King Shipbuilding & Ship Repair Ship Repair Electrician $46.22 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Heat & Frost Insulator $76.61 5J 4H View
King Shipbuilding & Ship Repair Ship Repair Laborer $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Machinist $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View
King Shipbuilding & Ship Repair Ship Repair Painter $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Pipefitter $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Rigger $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Sheet Metal $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Shipwright $44.95 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Warehouse /
Teamster
$45.06 7Y 4K View
King Sign Makers & Installers
(Electrical)
Journey Level $49.44 0 1 View
King Sign Makers & Installers (Non-
Electrical)
Journey Level $31.96 0 1 View
King Soft Floor Layers Journey Level $51.07 5A 3J View
King Solar Controls For Windows Journey Level $13.50 1 View
King Sprinkler Fitters (Fire Protection)Journey Level $82.39 5C 1X View
King Stage Rigging Mechanics (Non
Structural)
Journey Level $13.50 1 View
King Stone Masons Journey Level $58.82 5A 1M View
King Street And Parking Lot Sweeper
Workers
Journey Level $19.09 1 View
King Surveyors Assistant Construction Site
Surveyor
$68.02 7A 3K 8X View
Page 15 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
King Surveyors Chainman $65.05 7A 3K 8X View
King Surveyors Construction Site Surveyor $69.16 7A 3K 8X View
King Telecommunication Technicians Journey Level $53.57 7E 1E View
King Telephone Line Construction -
Outside
Cable Splicer $41.81 5A 2B View
King Telephone Line Construction -
Outside
Hole Digger/Ground Person $23.53 5A 2B View
King Telephone Line Construction -
Outside
Installer (Repairer) $40.09 5A 2B View
King Telephone Line Construction -
Outside
Special Aparatus Installer I $41.81 5A 2B View
King Telephone Line Construction -
Outside
Special Apparatus Installer II $40.99 5A 2B View
King Telephone Line Construction -
Outside
Telephone Equipment Operator
(Heavy)
$41.81 5A 2B View
King Telephone Line Construction -
Outside
Telephone Equipment Operator
(Light)
$38.92 5A 2B View
King Telephone Line Construction -
Outside
Telephone Lineperson $38.92 5A 2B View
King Telephone Line Construction -
Outside
Television Groundperson $22.32 5A 2B View
King Telephone Line Construction -
Outside
Television Lineperson/Installer $29.60 5A 2B View
King Telephone Line Construction -
Outside
Television System Technician $35.20 5A 2B View
King Telephone Line Construction -
Outside
Television Technician $31.67 5A 2B View
King Telephone Line Construction -
Outside
Tree Trimmer $38.92 5A 2B View
King Terrazzo Workers Journey Level $54.06 5A 1M View
King Tile Setters Journey Level $54.06 5A 1M View
King Tile, Marble & Terrazzo Finishers Finisher $44.89 5A 1B View
King Traffic Control Stripers Journey Level $47.68 7A 1K View
King Truck Drivers Asphalt Mix Over 16 Yards $61.59 5D 4Y 8L View
King Truck Drivers Asphalt Mix To 16 Yards $60.75 5D 4Y 8L View
King Truck Drivers Dump Truck $60.75 5D 4Y 8L View
King Truck Drivers Dump Truck & Trailer $61.59 5D 4Y 8L View
King Truck Drivers Other Trucks $61.59 5D 4Y 8L View
King Truck Drivers - Ready Mix Transit Mix $61.59 5D 4Y 8L View
King Well Drillers & Irrigation Pump
Installers
Irrigation Pump Installer $17.71 1 View
King Well Drillers & Irrigation Pump
Installers
Oiler $13.50 1 View
King Well Drillers & Irrigation Pump
Installers
Well Driller $18.00 1 View
Page 16 of 16
7/14/2020https://secure.lni.wa.gov/wagelookup/?utm_medium=email&utm_source=govd...
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
1
************************************************************************************************************
Overtime Codes
Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate
must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for
the worker.
1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and
the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly
rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly
rate of wage.
G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-
ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten
(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment
breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through
Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate
of wage.
I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage.
J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through
Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.
K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on holidays shall be paid at double the hourly rate of wage.
M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage.
All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
2
Overtime Codes Continued
1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday
shall be paid at double the hourly rate of wage.
P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and
one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on
Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)
hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall
be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times
the hourly rate of wage.
R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage.
S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime
hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day
shall be paid at three times the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on
Labor Day shall be paid at three times the hourly rate of wage.
V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and
one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at
double the hourly rate of wage.
W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the
employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid
at double the hourly rate of wage.
X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on
Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the
holiday and all work performed shall be paid at double the hourly rate of wage.
Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any
employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10
workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate
of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the
workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or
40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours
worked on Sundays and Labor Day shall be paid at double the hourly rate of wage.
Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All
hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
3
Overtime Codes Continued
2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
holidays shall be paid at two times the hourly rate of wage.
F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday
pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage.
G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays
shall be paid at two and one-half times the hourly rate of wage including holiday pay.
H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall
be paid at one and one-half times the hourly rate of wage.
O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage.
R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double
the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage.
W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-
hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall
be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and
one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays
shall be paid at double the hourly rate of wage.
3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours
worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday
and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and
midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall
have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given
to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked
eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such
time as the employee has had a break of eight (8) hours or more.
C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage.
All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate
of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at
the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
4
Overtime Codes Continued
3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of
straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid
at double the hourly wage rate.
F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and
one-half times the hourly rate of wage including holiday pay.
H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at
two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be
compensated at one and one half (1-1/2) times the regular rate of pay.
J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on
Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in
excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee
returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period.
4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage.
B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly
rate of wage.
C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at
one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday
due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday
may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked
on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
5
Overtime Codes Continued
4. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates
include all members of the assigned crew.
EXCEPTION:
On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating
plants, industrial plants, associated installations and substations, except those substations whose primary function is
to feed a distribution system, will be paid overtime under the following rates:
The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall
be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times
the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times
the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays
and holidays will be at the double the hourly rate of wage.
All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the
hourly rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours
worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-
day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first
eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium
rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the
hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid
at three times the hourly rate of wage.
I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours
worked on Sundays and holidays shall be paid at double the hourly rate of wage.
J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours
worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly
rate of wage.
K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday
is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all
hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
6
Overtime Codes Continued
4. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours
worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double
the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage,
except that all hours worked on Labor Day shall be paid at double the hourly rate of pay.
M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work
less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-half times the
hourly rate.
N. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays, and all work performed between the hours of midnight (12:00 AM) and eight AM (8:00 AM)
every day shall be paid at double the hourly rate of wage.
O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of
wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all
additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6)
hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage.
P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage.
Q. The first four (4) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is
the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate
of wage.
S. All hours worked on Saturdays and Holidays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays shall be paid at double the hourly rate of wage.
T. The first two (2) hours of overtime for hours worked Monday-Friday shall be paid at one and one-half times the hourly
rate of wage. All hours worked in excess of ten (10) hours per day shall be paid at double the hourly rate of wage. All
hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. For work on Saturday which
is scheduled prior to the end of shift on Friday, the first six (6) hours work shall be paid at one and one-half times the
hourly rate of wage, and all hours over (6) shall be paid double the hourly rate of wage. For work on Saturday which
was assigned following the close of shift on Friday, all work shall be paid at double the hourly rate of wage.
U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement
weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12)
hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
7
Overtime Codes Continued
4. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or
outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and
one-half (1 ½) the straight time rate.
In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at
the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All
work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x)
the straight time rate of pay.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours.
When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be
a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight
(8) hours.
W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time
shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break
of eight (8) hours.
X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6
am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations).
All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established
when considered necessary by the Employer.
The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022),
that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour
schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work
performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one-
half the straight time rate.
When due to conditions beyond the control of the Employer, or when contract specifications require that work can
only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight
time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of
work.
When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
8
Overtime Codes Continued
4. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work
performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of
pay.
Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour
for all hours worked that shift.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
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 D ay, 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).
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
9
Holiday Codes Continued
5. R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After
Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2).
S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
And Christmas Day (7).
T. Paid Holidays: New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
6. A. Paid Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8).
E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half-
Day On Christmas Eve Day. (9 1/2).
G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve
Day (11).
H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10).
I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
After Thanksgiving Day, And Christmas Day (7).
T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And
Christmas Day (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be
considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the
holiday.
7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed
As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall
be a regular work day.
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.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
10
Holiday Codes Continued
7. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday
which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a
Saturday shall be observed as a holiday on the preceding Friday.
E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6).
Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which
falls on a Saturday shall be observed as a holiday on the preceding Friday.
K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day
before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday
on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
M. Paid Holidays: New Year's Day, The Day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day
after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the
following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
11
Holiday Codes Continued
7. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
R. Paid Holidays: New Year's Day, the day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day
after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed
as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a
holiday and compensated accordingly.
S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
T. Paid Holidays: New Year's Day, the Day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day
after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation
shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed
as a holiday on the preceding Friday.
V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New
Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be co nsidered
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.
Z. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a
holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) Any holiday which falls on a Sunday shall
be observed as a holiday on the following Monday.
B. Holidays: New Year's Day, Martin Luther King Jr. Day, President’s Day, Memorial Day, Independence Day, Labor
Day, Veteran’s Day, Thanksgiving Day, and Christmas Day. (9)
C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the day before Christmas Day and Christmas Day. (8)
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
12
Holiday Codes Continued
15. D. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
after Thanksgiving Day, Christmas Day, and the day after Christmas.
E. Holidays: the day before New Years’s Day, New Year's Day, Martin Luther King, Jr. Day, Presidents' Day, Memorial
Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before
Christmas, and Christmas Day. (12)
Note Codes
8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And
Level C: $0.25.
M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D:
$0.50.
N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level
C: $0.50, And Level D: $0.25.
P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50,
Class C Suit: $1.00, And Class D Suit $0.50.
Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic
Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued
by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31,
2012.
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.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
13
Note Codes Continued
8. 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.
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.)
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
14
Note Codes Continued
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.
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.