HomeMy WebLinkAboutCAG2020-229 - Original - Scarsella Bros, Inc. - S 192nd Street Sanitary Sewer Repair - 07/21/2020ApprovalOriginator: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
July 20, 2020
DATE: July 7, 2020
TO: Kent City Council
SUBJECT: South 192nd Street Sanitary Sewer Repair - Award
MOTION: Award the South 192nd Street Sanitary Sewer Repair Project to Scarsella
Brothers, Inc. in the amount of $231,601.59 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: This project will replace approximately 150 feet of sanitary sewer pipe
along South 192nd Street immediately west of East Valley Highway (84th Avenue
South). A side sewer pipe has failed and caused the sewer main, sidewalk and a
portion of the roadway to sink. This project will include the replacement of the
pipes and the repair of the failed sidewalk and asphalt sections.
The bid opening for the South 192nd Street Sanitary Sewer Repair Project was held
on June 30, 2020 with seven bids received. The lowest responsible and responsive
bid was submitted by Scarsella Bros., Inc. in the amount of $231,601.59.
Bid Tab Summary
This project will replace approximately 150 feet of sanitary sewer pipe along South
192nd Street immediately west of East Valley Highway (84th Avenue South). A side
sewer pipe has failed and caused the sewer main, sidewalk and a portion of the
roadway to sink. This project will include the replacement of the pipes and the
repair of the failed sidewalk and asphalt sections.
The bid opening for the South 192nd Street Sanitary Sewer Repair Project was held
on June 30, 2020 with seven bids received. The lowest responsible and responsive
bid was submitted by Scarsella Bros., Inc. in the amount of $231,601.59.
Bid Tab Summary
Scarsella Bros., Inc. $231,601.59
A-Advanced Septic Services, Inc. $239,316.55
Northwest Cascade, Inc. $253,069.30
Rodarte Construction, Inc. $260,933.75
R. W. Scott Construction Co. $290,095.30
Archer Construction, Inc. $295,167.40
Miles Resources, LLC $305,857.48
Engineer's Estimate $253,002.20
BUDGET IMPACT:
SUPPORTS STRATEGIC PLAN GOAL:
Evolving Infrastructure - Connecting people and places through strategic investments in physical
and technological infrastructure.
ATTACHMENTS:
1.192nd Sewer Repair Bid Tab (PDF)
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
S. 192nd Street
Sanitary Sewer Repair
Project Number: 20-3007
BIDS ACCEPTED UNTIL BID OPENING
June 30, 2020 June 30, 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 Kent Standard Plans
Section 6 Prevailing Wage Rates
CITY OF KENT
KrNG COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
S. 192nd Street
Sanitary Sewer Repair
Project Number: 2O-3OO7
BIDS ACCEPTED UNTIL
June 3O, 2O2O
1O:45 A.M.
BID OPENING
June 3O, 2O2O
11:OO A.M.
DELIVER TO
CITY OF KENT, CrTY HALL
22O 4th Avenue S., Kent, WA 98032-5895
TTMOTHY J. LAPORTE, P.E.
PUBLIC WORKS DIRECTOR
KENT
is
WASHTNGToN
$-lt'zo
BTDDER'S NAME Scarsella Bros.-
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
S. 19 2nd Street
Sanitary Sewer Repair
Project Number: 2O-3OO7
BIDS ACCEPTED UNTIL
June 3O, 2O2O
1O:45 A.M.
(Bid submittal time)
BID OPENING
June 3O, 2O2O
11:OO A,M.
DELIVER TO
CITY OF KENT, CITY HALL
22O 4th Avenue S., Kent, WA 98032-5895
TIMOTHY J. LAPORTE, P.E.
PUBLIC WORKS DIRECTOR
oKENT
WasnTNGTON
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
Kent Standard Plans
Prevailing Wage Rates
INVITATION TO BID
Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City
Clerk's office through June 30, 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:
S. 192nd Street Sanitary Sewer Repair
Project Number: 2O-3OO7
The City of Kent will conduct the bid opening at the time and date as scheduled,
however, due to the coronavirus disease 2O19 (COVID-19) and its impacts the bid
opening process will take place as follows:
Bidders shall call the City Clerk at (253) 856-5725 to drop off bids. The City CIerk wiil
read the bids 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 bid results, but must
stand 6 feet or more apart.
The project consists of the replacement of approximately 150 feet of 17-foot deep 1S-inch
diameter sanitary sewer as well as side sewer, sidewalk and asphalt repair.
The City of Kent has determined the project is essential pursuant to the Governor
Inslee issued Proclamation 2O-25. Should a contract be executed and this
Proclamation or a similar proclamation 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 Department of Labor or the Washington State
Department of Health. It is the contractor's responsibility to implement these
measures.
The Engineer's estimated range for this project is approximately $200,000 to g300,000. Bid
documents may be obtained by contacting City of Kent Engineering Depaftment, Nancy
Yoshitake at 253-856-5508. For technical questions, please call Mark Howlett at 253-856-5585.
Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope,
addressed to the City Clerk, 22O 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 KentWA.gov/doingE
business/bids-procurement. 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 Llo/o of the labor hours must be performed by
apprentices. KCC 6.01.030.
A cashier's check, cash or surety 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. 1L246.
No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid o penrng
Dated this 15th day of June, 2A2O
BY ft
Kimberley A., City Clerk
Published in Daily Journal of Commerce on June 16 and 23, ZOZ0.
CONTRACTOR COMPLIANCE STATEM ENT
(President's Executive Order # LI246)
Da June 30 2020
This statement relates to a proposed contract with the City of Kent named
S. 192nd Street Sanitary Sewer Repair
Project Number: 2O-3OO7
I am the undersigned bidder or prospective contractor, I represent that -
1. 1X have not, participated in a previous contract or
subcontract subject to the President's Executive Order #LL246 (regarding equal
employment opportunity) or a preceding similar Executive Order.
Scarsella Bros., Inc.
NAME OF BIDDER
BY:
N LE
B ob Scarsella/Vice President
P.O. Box 68697
Seattle, WA 98168
ADDRESS
(Note to Bidders: The information required in this Compliance Statement is
informational only)
have,
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 2O-30O7
1 June 15, 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
employment 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 part 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 a to VC ments referenced above
For:lla Bros., Inc.
Title: Vice President
Date: lune 30,2020
By
S. 192"d St Sanitary Sewer Repair/Howlett
Project Number: 20-3007
2 June 15, 2020
CITY OF KENT
ADMINISTRATIVE 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 opportunity 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 Departments to assume the following duties for their respective
departments.
1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to
these regulations are familiar with the regulations and the City's equal employment
opportunity policy.
2. Monitoring to assure adherence to federal, state and local laws, policies and
guidelines.
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 20-3007
3 June 15, 2020
CITY OF KENT
EQUAL EMPLOYMENT 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 S. 192nd
Street Sanitary Sewer Repair/Project Number: 2O-3OO7 that was entered into
on the
Kent.
lDatp\
S. 192"d St Sanitary Sewer Repair/Howlett
Project Number: 20-3007
between the firm I represent and the City of
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 part of the before-mentioned contract.
For
Title
Date
By
4 June 15, 2020
PROPOSAL
To the City Clerk
City Hall
Kent, Washington 98032
The undersigned hereby certifies that Scarsella 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 S. 192nd Street
Sanitary Sewer Repair/Project Number: 2O-3OO7 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.
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 20-3007
5 June 15, 2020
SCHEDULE I - STREET
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
1000 L-09.7
WSDOT
1
LUMP SUM
Mobilization $lL,w'p $tt,w.a>
Per LS
1010 2-02.5
KSP
131
SQ YDS
Remove Existing Asphalt
Concrete Pavement
$ ts.."o
Per SY
$ I , qus.ro
L020 2-O2.5
KSP
13
SQ YDS
Remove Cement Concrete
Sidewalk or Driveway
$e,eo
Per SY
$ rqs.o.,
1025 2-02.5
KSP
20
LN FT
Remove Cement Concrete
Curb and Gutter
$ v.oo
Per LF
$ t-o.a
1050 2-02.5
KSP
350
LN FT
Saw Cut Existing Asphalt
Concrete Pavement
$ w.,zo
Per LF
$ Z, r eo.oe
1055 2-02.5
KSP
15
LN FT
Saw Cut Existing Cement
Concrete Pavement
$ ze.o.z
Per LF
$ 3oe.e
1065 2-03.5
WSDOT
25
CU YDS
Unsuitable Foundation
Excavation Incl. Haul
$ 3s.,n
Per CY
$ o'rs.oo
1070 2-L2.5
KSP
310
SQ YDS
Non-Woven Geotextile Fabric $z.w
Per SY
$ v?-e.a
1085 4-04.5
KSP
50
TONS
Crushed Surfacing Base
Course, L-L/4 Inch Minus
$ls*P
Per TON
$t,'t5c>.e
1095 5-04.5
KSP
100
TONS
HMA Class If 2", PG 5BV-22 $ t'rs.ocz
Per TON
$ t-t,s.p.oa
S. 192"d St Sanitary Sewer Repair/Howlett
Project Number: 2O-3O07
6 June 15, 2020
SCHEDULE I - STREET
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
1110 5-04.5
KSP
300
SQ YDS
Planing Bituminous Pavement $ g.oo
Per SY
$ zrrtr*r..xr
1 140 8-06,5
KSP
13
SQ YDS
Cement Concrete Driveway,
8 Inch Depth, Reinforced
$ rt r..=,
Per SY
$ e, r.t5..xz
1 145 8- 14.5
KSP
3
SQ YDS
Cement Concrete Sidewalk $ ws.rrz
Per SY
$qzs.e
1205 8-04.5
KSP
20
LN FT
Cement Concrete Curb and
Gutter
$ vt .o,
Per LF
$ t ,rrtrz,cr>
12TO 1-07.1s(1)
WSDOT
1
LUMP SUM
SPCC Plan $tso.,;o
Per LS
$ -so.e
1315 8-28.5
KSP
4
EACH
Pothole Utilities $t,-t5o.a> $ l,t5c>,ecz
Per EA
t?t6= #lrcZ
1355 r-04.4(L)
WSDOT
1
CALC
$4,000*
Per CALC
$4,000Minor Changes
xCommo nDfl ce to all bidders
Schedule I Total
fl 6,9s59.
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 2O-30O7
7 June 15, 2020
SCHEDULE III - SEWER
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
3030 7-17.5
KSP
L52
LN FT
Ductile Iron Sewer Pipe,
15 Inch Diameter Class 52
Unlined
$ 716.p
Per LF
$ t4" ,!i9-/t>
3035 7- 18.5
KSP
30
LN FT
PVC Side Sewer Pipe,
6 Inch Diameter
$lps.e $v,t5o.@
Per LF
3040 7-L7.5
KSP
160
LN FT
Removal and Disposal of
Existing Sewer Pipe
$w.e
Per LF
$z ,t+eo 'e
3060 7-05.5
KSP
1
EACH
Manhole 12 Feet to 20 Feet,
Type 1 48 Inch Diameter
$ b3te.@ $b,qro.e
Per EA
3085 7-05.5
KSP
1
EACH
Locking Manhole Frame and
Cover
$ste .o
Per EA
$ sts.e
3100 7-L9.5
WSDOT
1
EACH
Sewer Cleanout $ lee. oo
Per EA
$ trc.oe
3115 2-09.5
WSDOT
3,000
sQ rT
Shoring or Extra Excavation,
Class B
$oe
Per SF
$t,sa.e
3L20 7-08.5
KSP
45
TONS
Foundation Material,
Class I and II
$ +*e
Per TON
$?-,oz5.q
3 135 7-08.5
KSP
I20
TONS
Pipe Zone Bedding $zs.e
Per TON
$3lxP.e
3L45 7-08.5
KSP
900
TONS
Bank Run Gravel for Trench
Backfill
$zo.qs
Per TON
$l?s,eoo.oo
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 20-3007
8 June 15, 2020
SCHEDULE IV - STORM SEWER
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
3 180 8-27.5
KSP
1
LUMP SUM
Temporary Sewer Bypass
System
$ l+,.zacr,eo $ t4, @.@
Per LS
3190 7-08.5
KSP
1
FORCE
ACCOUNT
Dewatering $30,000x
Per FA
$3o,ooo
*Common D rice to all bidders
Total
S. 192"d St Sanitary Sewer Repair/Howlett
Project Number: 20-3007
9 June 15, 2020
SCHEDULE V _ TRAFFIC CONTROL
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
5005 1- 10.5
KSP
200
HOURS
Traffic Control Labor $ tor.oo
Per HR
$ rzJe.e
5015 1 - 10.5
KSP
L40
HOURS
$o.et
Per HR
$ t.rtaTraffic Control Supervisor
5020 1 - 10.5
KSP
1
LUMP SUM
Temporary Traffic Control
Devices
$t-,€so.w $z,q5a,oo
Per LS
5030 1- 1 0.5
KSP
30
DAYS
$ ,2.,s1
Per DAY
$ e,zoPortable Changeable Message
Sign (PCMS)
5075 8-22.5
KSP
1
LUMP SUM
Permanent Channelization $7,too.cn $z,rcr>,@
Per LS
S. 192"d St Sanitary Sewer Repair/Howlett
Project Number: 20-3007
Schedule V Total $te.tbll .1?
10 June 15, 2020
SCHEDULE VII _ TEMPORARY EROSION AND SEDIMENTATION CONTROL
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
7015 B-01. s(2)
KSP
2
EACH
$ tsrz.a,>
Per EA
$te.e<>Inlet Protection
7055 8-01.s(2)
WSDOT
1
FORCE
ACCOU NT
Erosion/Water Poll ution
Control
xCommon price to all bidders
$2,000x
Per FA
$2,000
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 2O-3O07
Schedule VII Total $ L,toc>.c>o
11 June 15, 2020
SCHEDULE VIII - ROADSIDE RESTORATION
ITEM
NO.
SECTION
NO.
APPROX.
QUANTITY
UNIT
PRICE
TOTAL
AMOUNT
ITEM
8005 8-02.5
KSP
3
CU YDS
Topsoil Type A $ t,:p.o.>
Per CY
$ zoo.er>
B0 10 8-02.5
WSDOT
2I
SQ YDS
Sod Installation $ zs.r:e
Per SY
$ +z-s .rz>
8020 8-02.5
KSP
$1,000x
Per FA
$ 1,0001
FORCE
ACCOUNT
Existing Irrigation System
Modifications
xCommon DT ice to all bidders
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 20-3007
Schedule VIII Total $|.o2-5. @
t2 June 15, 2020
Schedule f
Schedule III
Schedule V
Schedule VII
Schedule VIII
Sub Total
l0oh WA State
Sales Tax
BID SUMMARY
So. tea*.e
9treet
..ra'c,.ax)
S€wer
Traffic Control
Z.Z@,qrz
Temp.oraly Erosion & .Sedimentatlon Control
l,g?-6.q)
Roadside Rcstorition
2e ./e\s,qo
1LP,tZ-q ,tA
TOTAL BID AMOUNT 2.L3 .9iLlc.6n
S. 192m st Sanitary Sewel'Repair/Howlett
Project Nurnber: 20-3007
13 lune 15. 2020
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
HVAC, PLUMBING AND ELECTRICAL
Name of Bidder; Scarsella Bros Inc.
Project Name:S. 192"d Street Sanitarv Sewer Reoair
Project Number:)o-?no7
Pursuant to RCW 39.30,060 , Bidder shall list the names of the subcontractors with
m the Bidder, if awarded the contract, will subcontract for performance of the
WO heating, ventilation, and air conditioning; plumbing; and electrical, or name
itself he work
Failure of the
the names of suc
der to submit, within one hour after the published bid submittal time,
bcontractors or to name itself to perform such work or the
naming of two or m subcontractors to perform the same work shall render the
Bidder's Bid non-respo e and, therefore, void
Heating, Ventilation, and Air ditionin g Subcontractor Name
Plumbing Subcontractor Name :
Electrical Subcontractor Name :
June 30, 2020
Si re of dder Date
S. 192"d St Sanitary Sewer Repair/Howlett
Project Number: 2O-30O7
L4 June 15, 2020
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION
Name of Bidder: Scarsella Bros.Inc.
Project Name:S. 192"1 Street Sanitarv Sewer Repair
Project Number: 2O-3OO7
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 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.
ructural Steel Installation Subcontractor Name:
Rebar Installation Subcontractor Name
June 30,2020
Si ature of idder Date
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 2O-3O07
15 June 15, 2020
CoNTRACTOR'S QUALTFTCATTON STATE M ENT
(RCW 39.04.35O)
THE CITY WILL REVIEW THE CONTRACTOR'S RESPOAISES TO THIS FORM TO
DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPOflSTALE TO
PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA
ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A
RESPOAISIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC
WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY
THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT.
THE BIDDER SHOULD READ AND RESPOND TO THIS 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 part, 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 perform the contract work.
Any bidder may make a formal written request to the city to modify the criteria set
forth 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 perform 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 perform 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 perform the contract work,
S. 192'd St Sanitary Sewer Repair/Howlett
Project Number: 2O-3OO7
16 June 15, 2020
If the bidder fails to request a modification within the time allowed, or fails to appeal a
determination that the bidder is not responsible within the time allowed, the city will
make its determination of bidder responsibility based on the information submitted.
COMPLETE AND STGil THIS FORM AS PART OF YOUR BID. FAILURE TO
PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION
THAT YOUR BID IS NOAI-RESPONSIVE AND THEREFORE VOID.
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION
WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION
OR MODIFICATION.
The undersigned certifies under oath that the information provided herein is true and
sufficiently complete so as not to be misleading.
SUBMITTED BY: Scarsella Bros.Inc
NAME:Bob Scarsella
ADDRESS:P.O. Box 68691
Seattle wA 98168
PRINCIPAL OFFICE:
ADDRESS:
P.O. Box 68697
Seattle, WA 98168
PHONE
FAX:
(2s3)872-1113
(253\ 395 - 1 209
STATUTORY REQUIREMENTS - Per state law a bidder must meet the
following responsibility criteria
1. Required Responsibility 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, 578-035-242
1.3 Provide proof of applicable industrial insurance coverage for your
employees working in Washington as required in Title 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, Master License Attached
Employment Security No. 219,5 14-00- IL.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
S. 192"d St Sanitary Sewer Repair/Howlett L7 June 15, 2020
Project Number: 2O-3O07
1.5
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 39.12.055 (3). See Attached.
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. SeeAttached.
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.t2 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 project list and past business licenses.
SUPPLEMENTAL CRITERIA - Established by the City to determine bidder
responsibility
ORGANIZATION
2.L How many years has your organization been in business as a Contractor?
75 Years2.2 How many years has your organization been in business under its
present business name? 58 Years
2.2.L Under what other or former names has your organization
operated? Scarsella Bros.
2.3 If your organization is a corporation, answer the following:
2
2.3.L
2.3.2
2.3.3
2.3.4
2.3.5
2.3.6
2.5.L Date of organization: N/A2.5.2 Name of owner:
S. 192"d St Sanitary Sewer Repair/Howlett 18
Project Number: 20-3007
Date of incorporation: June 10, 1958
State of incorporation : Washingron
President's name : Not Used
Vice-president's name(s): A. Don Scarsella, Bob Scarsella, Gino Scarsella
Secretary's name: A. Don Scarsella Rick Scarsella
Treasurer's name: Not Used
2,4 If your organization is a partnership, answer the following:
Date of organization: N/A
Type of partnership (if applicable):
Name(s) of general partner(s):
2.5 If your organization is individually owned, answer the following
2.4,L
2.4.2
2.4.3
June 15, 2020
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.
WA State: SCARSBI18388 City of Kent: BLC-88096403.2 List jurisdictions in which your organization's partnership or trade name
is filed. N/A
4. EXPERIENCE
4.L List the categories of work that your organization normally performs with
its own forces. Clearing & Grubbing, grading, drainage, sewer, water and bridge
constructron4.2 Claims and Suits. (If the answer to any of the questions below is yes,
please attach details. )
4.2.L
4.2.2
4.2.3
4.5
S. 192"d St Sanitary Sewer Repair/Howlett
Project Number: 2O-30O7
Has your organization ever failed to complete any work awarded
to it? Ns
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 five years? No
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 attach
details.) ryo
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, contract amount, percent complete and scheduled completion
date, See Attached.
4.4.L State total worth of work in progress and under contract: $128,000,000
On a separate sheet, list 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 the 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: $120,000,000
4.6 On a separate sheet, list the construction experience and present
commitments of the key individuals of your organization. gee Attached.
4.7 On a separate sheet, list your major equipment.see Attached.
19 June 15, 2020
5. REFERENCES
5.1
5.2
5.3
Trade References
Bank References:
Surety:
5.3.1
5.3.2
6. FINANCING
6.L.2
6.2
S. 192"d St Sanitary Sewer Repair/Howlett
Project Number: 20-3007
NC Machinery, Mack Truck
Banner Bank - Eric Scroggins (425)-739-1069
11431Willows Rd NE, Ste 140, Redmond, WA 98052
Name of bonding companyr Liberty Mutual Insurance Company
Name and address of agent: propel Insurance - Jim Binder (206)94g-3g19
925 Fourth Ave, Ste 3200
Seattle, WA 98104-1159
6.1 Financial Statement. Will be submitted upon award of contract
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 information 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 income 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:
6.1.3 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).
Will the organization whose financial statement is attached act as
guarantor of the contract for construction?
20 June 15, 2020
7. SIGNATURE
l.L Dated at this 30th day of June ,2020
Name of Organizatio Scarsella Bros.Inc
By:
Title:Bo carsel laly'ice President
7.2 Bob Scarsella , being duly sworn, deposes and says that the
information provided herein is true and sufficiently complete so as not to
be misleading.
Subscribed and sworn before me this stdav or ,\r-ro-p 2020
Notary Public:t-rV)\
My Commission Expires:0T 'Ol - AoF /1
d-
PUBTIC
o
S. 192"d St Sanitary Sewer Repair/Howlett
Project Number: 2O-3OO7
2L June 15, 2020
Departrnent of Labor and Indushies
PO Box 44450
Olympia, WA 98504-4450
SCARSELLA BROS INC
P O BOX 68697
SEATTLE IffA 981680697
$CAFWI{LA BRoS rNC
8388
by Law as:
BUSINESS LICDNSE
LICENSE MUST BE PAID ANNUALLY BY
JANUARY lst TO AVOID PENALTY
fssubnce of Llcense Does Not Imply Licensee's
'Compllance with Stote and LoCal Laws
PsTRCW 82.t4 local sales
and use tax must be coded
No. 1715 for all qualified
sale,s within the city of
Kent,
THIS LICENSE MUST BEPOSTED IN A CONSPICUOUS
PIjACE. NOT.TNANSFERABLE OR A$SIGNABLE 2;fi20 !r:
D *...r-"
MAYOR
The City of Kent
4rz2o+rfinVrso i
KENT, WAST.TINOTON 98032
BLC-8809640
SCARSELLABROS INC
8.404 5'196 ST i
.KENI, WA98O3,i
NAMEANDAOONNSS orHi..ilrNpss
NAIVTN E]{O ADDRESS OF BUSINESS
BLC-8809640
SCARSELLASROS rNC
8404 S 196 ST
KEN[, WA 98031 '
2fir9
MAYOR
The City of Kent
D*lo?",R^
Per RCW 82.14 local sales
and u*e tax must be coded
No.'1715 for all qualified
sales within the city of
Kent.
Tax Reglstrallon
Endgreement Ar2204TttAVESO-
I(ENT, WASHINCION 98O]2
BUSINESS LICENSE
LTCENSE MUST BE PAID ANNUALLY SY
JANUARY lst TO AVOID PENALTY
Issuence of Llscn*e Doss l{ot lnply tlc*nerr's
Compllorcc rrllh Stito {trd Locgl Luws
THIS LICENSE MUST NE POSTED ${ A CONSPICUOUS
PLACE. NOT TRANSFENABLE OR ASSIGNADLE
KENT
WagHtil6toN
SCARSELLA BROS INC
PO BOX 68697
SEATTLE, WA 98168-0697
City of Kent
Business License
Please tear at perforation
NAME AND ADDRESS OF BUSINESS
BLC-8809640
SCARSELLA BROS INC
8404 S 196 ST
KENT, WA 9803I
KENT
WASHtNGtoN
2018
MAYOR
The City of Kent
Do,"*?=8^
Per RCW 82. 14 local sales
and use tax must be coded
No. 17l5 forall qualified
sales within the city of
Kent.
Tax Registration
Endorcement Ar 220 4TH AVE SO
KENT- WASHINGTON 98032
THIS LICENSE MUST BE POSTED IN A CONSPICUOUS
PLACE. NOT TRANSFORABLE OR ASSIGNABLE
BUSINESS LICENSE
LICENSE MUST BE PAID ANNUALLY BY
JANUARY lst TO AVOID PENALTY
Issuance of License Does Not Imply Licensee's
Compliance witb Stote and Local Laws
1i lli. il;
'r 1r'. \)l i ii\].i., r :;a:
' Profit Corporation
lssue Date: Jun 28, 2019
Unified Business lD #: 578035242
Business lD #: 001
Location: 0001
Expires: Jun 30, 2020SCARSELLA BROS. INC.
SCARSELLA BROS., INC.
8404 S 196TH ST
KENT, WA 98031-1884
UNEMPLOYMENT INSURANCE . ACTIVE
MrNOR WORK PERMTT (EXPIRES 5t31t2020) - ACTTVE
INDUSTRIAL INSURANCE - ACTIVE
TAX REGISTRATION - ACTIVE
CITY ENDORSEMENTS:
BELLINGHAM GENERAL BUSINESS #055363 - ACTIVE
oARBONADO GENERAL BUSINESS - NON-RES|DENT (EXptRES 11t30t2019) - ACTTVE
LACEY GENERAL BUSINESS - NON-RESIDENT #6172 - ACTIVE
MARYSVILLE GENERAL BUSINESS - NON-RESTDENT #7173CON919 (EXptRES 5t31t2020) - ACTTVE
OLYMPIA GENERAL BUSINESS - NON-RESIDENT #26435 - ACTIVE
PORT ORCHARD GENERAL BUSINESS - NON-RESIDENT - ACTIVE
SUMNER GENERAL BUSINESS - NON.RESIDENT - ACTIVE
TUKWILA GENERAL BUSTNESS - NON-RESTDENT (EXptRES 12t31t2019) - ACTTVE
SEATAC GENERAL BUSTNESS - NON-RESIDENT (EXP|RES 3t31t2020) - ACTTVE
DUTIES OF MINORS:
Ages '16-17: Yard work, manual labor around shop area.
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.
Minors may not operate or work in close proximity to heavy equipment. WAC 296-125-030(17)
: t.a, : |j, . ...:1.1.41'1j,.1:, ... . .. .a.:.
Heary - Highway
Construction An Equal
Opportunily
Employer
June 30,2020
1. STATUATORY REQUIREMENTS
1.4 STATEMENT
To Whom It May Concern
This statement is to cartif,/ that Scarsella Bros., Inc. has not been disqualified from bidding on any
public works contract under RCW 39.06.010 or 39.12.05(3) in the past three (3) years.
Should you have any questions or concerns, please feel free to call.
Sincerel
Vice President
P.0. Box 68697 ' Seattle, Washington 98168-0697 . Tel: (253) 872-7173 . Fax: (253) 395-1209
AKLic. #34714 . AZLic.#ROC2492L6 . CALic.#179354 . IDLic. #I0394-tJnlimited-1-2
MTLic. #1.46627 . NDLic. #44607 . ORLic. #96884. UTLic. #7646917-5551 . WALic.#SCARSBI183B8
SCARSELLA
BB0S., rNC.
1946
RAC
Heavy - Highway
Construction
4.4 Major Construction Projects
iob: 1300 Temporary Access
Owner: Sound Transit
Engineer: Jacobs
Contract Amount: 520,495,419.88
Percent Complete: 0%
Schedule Completion: December 2019
Job: Green River Natural Resource Area (GRNRA)Storm Water Force Main
Owner: City of Kent
Engineer: City of Kent
Contract Amount: S1,787,933.30
Percent Complete: 0%
Schedule Completion: September 20L9
Job: S. 228th St UPRR Grade Separation Ground lmprovements & Embankments
Owner: City of Kent
Engineer: City of Kent
Contract Amount: 57,7 60,955.20
Percent Complete: 0%
Schedule Completion: November 201"9
Job: S. 228th St. UPRR Grade Separation Bridge and Roadway Phase 5
Owner: City of Kent
Engineer: City of Kent
Contract Amo u nt: 5L3,802,L46.40
Percent Complete: 0%
Schedule Completion: September 2020
iob: Blue Creek Bridge and Mill Creek Road lmprovements
Owner: Walla Walla County Public Works
Engineer: Anderson Perry & Associates, lnc.
Contract Amount: 59,7 37,7 L7 .38
Percent Complete: 25%
Schedule Completion: November 2019
An Equal
Oppoftunity
Employer
P.O. Box 68697 . Seattle, Washington 98168-0697 . Tel: (253) 872-7173 . Fax: (253) 395-L209
AK Lic. #34714 . AZLic. #ROC249216 . CA Lic. #779354 . ID Lic. #10394-Urlimited-L-2
MTLic. #1.466n . NDLic. #44607 . ORLic. #96884 . UTLic. #1646917-5551. . WALic.#SCARSBI183B8
SCARSELLA
BR0S., tNC.
E 1946
R
Heavy - Highway
Construction
Job: SR 510 lnterchange-Reconstruct lnterchange-MP 1L0.14 to 112.50
Owner: Washington Depa rtment of Transportation
Engineer: CH2M
Contract Amount: S25,935,935.35
Percent Complete: 45%
Schedule Completion: December 2019
Job: Stetson Heights Grading
Owner: Stetson Heights LLC
Engineer: Team 4 Engineering
contra ct Amo u nt: $2,LAO,I25,94
Percent Complete: 85%
Schedule Completion: June 2019
Job: US 101Coffee Creek Remove Fish Barrier Project
Owner: Washington Department of Transportation
Engineer: Parsons Engineering
contract Amount: s 13,889,997.00
Percent Complete: 0%
Schedule Completion: June 2020
Job: LID 363: S. 224th St. lmprovements - 84th Ave S to 88th Ave S
Owner: City of Kent
Engineer: City of Kent Public Works Department Engineering Division
Contract Amount: 54,055,O37 .7 4
Percent Complete: 80%
Schedule Completion: June 2020
Job:2O!7 Lora Lake Apartments MTCA Remediation Projects
Owner: Port of Seattle,
Engineer: CH2M
Contract Amount: $9,05L,465.00
Percent Complete: 80%
Schedule Completion: July 2019
An Equal
Oppofiunity
Employer
P.O. Box 68697 . Seattle, Washington 98168-0697 . Tel: (253) 872-7173 . Fax: (253) 395-1209
AKLic. #34714 ' AZLic.#ROC24921,6 . CALic.#779354 . IDLic. #10394-lJnlimited-I-2
MTLic. #I466n . NDLic. #44607 . ORLic. #96884. UTLic. #7646917-5551 . WALic.#SCARSBI183B8
SCARSELLA
BR0S., rNC.
1945
IJNSF' WSDO1",{RltA ]'ask 3 Havan t 51o5rc llnhancemenr 5854,{15?.00 lzil6
Contract No. 99Sd
BnrlingtonNorthem&;lantaFeltailwayCa.,2454Occidentai,Ave.$.,Suite:D,seatr.le,WA gBlj4
Ryan Chan, 2A6-625 -6423, ryan.chan@)bnsf.com'I'ype of Work: Ernbanlenerrr {Priine), Ilsfimated Cost cf lrrime W*rk 909ro
l-tunway 16C * 34C Reconstmction Projecr $51,844,0t2.i? 12/16
Conlract Nii. I 18131
P<rrt of'Seattle, 252t) So. I f.i'h St., $eaTac, WA g8 I gg
'I'cdd ilehm, 206 787 -5747, rehm"t@porroliseattie"org'lype o{'Work: It*nway l{ecansfmctian (I'}id as $carsella $ros, Inc. -.Acmc, A Jaint Venrure), iprinre)f,stimated Cost r:f'Scarse lla Bras. Inc. Worlc 4{l9zn
Sinnema Qlraale tJpper R*vetnrent ltecr;nstructiolr $6,565,49j.00
Contract No. 9?415
King County, 201 S. Jackson, Ste. 600, Seafrle, WA 98104-iBi5
Chase Banon, 2A 6 - 47 7 -4 8J'1, chase. barton@lcingcounry. go y
'I'ype of Work: Bank llcvetnrent/Site Work (Prime), [:]stimaterj Cost of Prime Work 70,]r'o
Wcst Snoqualmie Valley Rd Nt.j (NE B0'h Sr. ro tunes l.,ake- $j,g24,g01.00
Carnation ltd ]'fg)
C*nlrae r No. 99415
King County,401 Fifth Ave. 3'dFlaor, Seattle, WA gg104
.l efT' McClartlly, 2{} 6-423 -l 086, .ieff.rriccarlhy(pkingc*unty.gr}v'I'ype of'wcrk: Road con.struction, (Frime), Estimated cast o{'I,rirne worlq j0i/o
S. Spokane St" (A I-5 Seismic Baclcbqrne $i1,136071.00
Contrae I No. 20 t5-0S0
ciryr:f $eattle, P.o. I3axg46g7,seatrle, wA ggt24-468?
"9haunie Cochr an, 20{t-2 5 5 '6? 1 3, Shaun ie.cochran@seafi Ic.gov
'{'ype of Work; {Jtiiities, {Frimei. Estirnareel Cr:s;t of"prirne Work g0%
cgM.lll,lil' fulg.oi-{$IK u{;T {g ri rRQJ s;crs
$o. 228'r'5t Cracie S*paration 6, UPR.R
Fier 2 ltridge Shai't Consfruction
C*nl.ract No. *7-3022
{)wner: City of Kent,22A 4tu Ave S., Kent, WA g803?-jBg5
J aso n L3 arry, 2 5 3 ^8 5 6 -S 5 4 6, jbarcy (lkentwa" go v'I'ype of Work: $ite Work, {subcontraclor to SH $tructures, Ll,C)
C*r1:itruction l,ogislics lixpia.irs i*n
il*niract ,\io. i I 8-i i5
Il*rt oi$eatfls, P.iJ. l,]a,c 68'12?, S*a'l'r:r;, WA gSt6B
Alisa 0'l.rlav*r-Ayala. 2{}it-'iiF''!-4:\,1r. (J'H;ivcr.Af,ll_Jpor*cail.li:.r:r;;.,
I'ype of Work: Site W,:rk ('Frirne), iistirni:t*ii Cr:sr *i lrrinr* Wi:rk g0],r,
{'li }\J'l'td:\;. l'f ;t.trl{}11'l'.i I (,{}i}y l}F,!.;:.{.l{}ft I};l-l'!1
0 L/1]
t2/16
llir6
$;143,2S0.0{)lA/1{}
I 0/16
1 {};'16
sil,$lijS**lz'1'
{]612:/t 5
0Bl1 5/ I 6
03/1 6l I 5
3i 15116
09/0 r/l 6
a9/w16
06i2atrc
0,{"rill;15
SRi I tl I/C Itestoratian af l)es h4oiries Memarial Dr:. $gB?,?01 .00
Ccrntract No. 318406
Port of $eatile, F.0" Bax 68'721 " Sea'l'ac, WA gB l6g'I'odd ltirem, 2A 6 -7 81 .. 5 7 47. rehm.f(lporrs*aille. org
T',vpe al Work: lntercltange R.estcratir:n (llrime). fistimated Cosr of []rjnrr: Work 4{Jglo
l-9{i fvluili:.n ir: $.,f*ntana Sjtatr: l.inc. \q{,j &. F.* L,anet };$"??t"ii4.j i;{j
t }rnl l aci- i.l<.r.'r375
fi{ahrr Transpofi.atis:. il*pa,rfn:l*rit. 6{iii w. ilrairie :tv*., i,oelrr ri,Al*ns" Ir g3sl j.s?64
.l i:h-rr P*i*:ri, 2A I :; ; 2^ \ 224. john.p,:rfuct(g.itLt. idairo,g+v
'l-y're ol W*r:k: F{igliw;L,v iPr"imr:i, Iistimated C*:.";1 iyi, pyiru{: Wr-rrjt 4g?.,ir
ri:,:1? 1,ir,i7 (l{r l*116 t)1ilQti{:
{lgrytt'-L-SlJ-it!}-C1}XtSIqtjgl-{S$gSAdSI'.'L$ {;t?l}i-i.I34{.1.:-4'i}l-*-U}"{:; {.#:1,{rlglffizuL&. nl
h,{r:iien;{t" ic Blakeslse Junr.:lir:t-t $lasu ? $'i'rt.{it1,;18}"ilCI 10116
{.lgnlrarI h{o. 8471
WSI)il-f, l;ll1 RLrsir Rcl., Clrehalis, WA 9S5:J2-872 i
Colin \i i:weI I, P. f;,., :i 6{}-?4{)."86i}"}. nerv* lle(r)n'rdcl.wa. gov
-Lype ol lVoik: l-iighvi,'aylliriclge il]dme], Lisiimatecl Cost r:lPrirne \\''*rk r108rir
,$lAi{t I!13:
08/fi5i 1 3
ft9106l t{j
0s/15{t{
I0lt0/t3
A2l0l11{1
A2/22 |{t
02102/15
03/{}71i s
I-90 Golf'Course Rd-lmprr:ve Park & Rid{: Lot $[ t 18,474.01i
Connact Nr:. 8956
WSDOT, 2809 lluclkin R.d,IJnion Gap, WA 98903
Sccrn Golbek, PF. 509-5"t7 - I B{10, golbeks@wsdot.wa"gov
Type of Work: Site Work, (Ilrime), S.stimated Cost of Primr: Work 80Yo
Vicinity MP 88 Slicte Slope Sitabilization $648,391.50
Contract No. 8936
WSDOT, ll2l r\irport Ct. Sf, 'l'umvrater, WA 98501
I)ervayne Mallock, P E 3 60- 5 70*67 50 matloccl@wsd*l.i.v:i. go v
Type of Work: Flmcrgency Slope Stabilieation, (Prime), Hstimatecl Cost r:f Prime Work 80y,,
$outh Big Lake Road Realignn:ent $i5,,149,139.00
Cont.r'act No. I4032
Matanuslca-Susitna Bsror"rgh, 350 H. Dahlia Ave", Palmer" Ali;ska 99645
Micirael Carnp fi e1d, I l)7 -7 45 -g I I 1, mcamp field(lmamug*v. r rs
'['yp<l of Work; FligtLway (I'rime), Iistimaterl Cost erf Prim.e W*rk 609ir
$o. 352"d fjt. Hxtension (Pacitic l"lwy. S. to Iinchantecl llkrvy S.) fi2,74{},627.$A
Conlract No. 150 i5
City cf Federal Way, 33325 8*l' Avs" li,, frceleral Way" WA 98003
Naveen Chandra, {l: 253-835-2}29, C:253-79}-6?120, navcen.chandra@)citycftbderalway.conr
Type of Work: Highr.vay fJonstruction (Frirne), flstirnated Cost cf Prin"re Work 40%
091r6
09ll 6
aqt6
08/1 6
Nine Canyon Road ilJeek Rcl. to Mills Rd.) $ I ,85 1,295"il0
Contract No.1922
Senton County, P.{). fJox 1001, Prosser, WA 99350-0954
Ilryan Tirorp . 5 $9 -7 I 6- 5 6 I 1, bryar:"thcrpe@ca. benlon.wa. u$
'lype of Work: Site Worlc {f}rime}, Estirnated Cost of PrimeWark"TAo/o
07/ 6
Puyallup River ilridge - l3ridge ll.eplacement $ 1, I 14,003.0t)
Cr:ntract No.8685
WSDOI', f).0. Box 47354, Olympia, WA 98504^7354
Dan Selby, (Selby ISridge - Contractor) 36A-696-26?5, DBSielby(a)msn.cr:m
'fype of Work: Bridge Replacement (Subcantractor to $elby Bridge)
0"f/t6
FISIP: Parhs l{rvy. (irade Separnticn 2{}14 l}csign $uilrt- $1,1:?,il06.00 06,'16
iVlorrtana Crussing
i-lor$rac,l l'{*. I 0?93$
:,\i.:*ka Il{Ll',4 i t i Aviati*n Avc., .{n*ir.*r*g*" f,F^ 99:5 i9-aj9*0
Vi3,'le Johnson, (Kie'wit Inkastructure West C*. - (lontra*tor) ifiii-d93-.i47&, lt1'i*.,j*lursun,{illcievrit.i":r:m
'l',vpe ol'\I,/ark: ;1it* Worh i3r"rher:ntractor to Kil.wit Infrastruchrre W*st C*..t
Ii'l',l'frack impr*vern*irt Prcject. - iiasernent 3 $6,:gq,Bl*.0{} t)6i1{t
f- (',r.'tttlai:1. i'irr. 8 l6 {
>\ -_ !hr rc t< X.,f ar:re, 2.* 6 - {i2 5."62I i ^ Ciruck" tu{r:rue(@bnsi" com
f y1;e ot Worl<: 'it'ilcic. llmbanl';rn*nt. Briclges &- li"ciai*ing Walls {Prinre), il*timi:terl Clost ;:i Frimr Wilrlc -q2'%
8*129lt5
ttlx4f;lxix$lIl-e Q$$3.age,Tl$-sl:tE$",t$_cJ:.s -{rgs:{t!1Ag_T Aglsl/sT ilg}rL$Tl"$-r{j}a.rg
SI{99/W Fork l{ylebo.s Creek*Fish Passage $1,340,282.00 CI6/t6
Ccntract itla. 8698
WSI)OT', 6431 Corson Ave. Sa., Seaule, WA 98108-3445
Milce Askarian, ?06-?68-5 8{i2, askarim($r'vsdot.r.ver.guv-fypc ol Work: Creek ltealignrn*nl (Prime), Estirniited (lost af Prime Worlq, 607o
i;iL6#13'-*&T
{.x;l{} iii 5
0iiri81t4
05/021'16
03i?i/16
*2/{)tll{t
tj'il16i12
sllT/15
*5r't))114
Ilog;rrd ltr:ad L,xtensirrn Eirst $ iq,436,85?.00
Contract Ni:. t4l2l
Miltanuslra-Sr.rsitna Horougi, 150 East Drrhlla Ave., Falmer, r\K 99645
fl ien e Stragier, P. f; ., 9{}7- B6 1 -1 7 27, p ir:rre"stragier(@nratsugov. r rs-l'ype of Work: FIighw.ay (Prirne), Estirnated Cost of'Prime Work fiO9ro
"f Lrrnwirter Auto Dealer:ship Project $ I S6,700.00
Contract No. 16-il4
I}"lR Floldings, LLC, 2225 Ctrrciage l)r. IiW, Olympia, WA 98502
L*renz. Schock, {$chock & Cr;" - f"lonLractor) 360-9 1S-6204, l,orcnz(r"}schnckanrlco.corn
"l'ype of Wrrrk: Sit* Work (Siubconfactor to lichcck & Cr:.)
f{etreat MearJerrvs -"356th $t. $ewr:r
Contract No. 2016"01
i..andmark Ffomes, In$., P.O. Flox 261 16, Federal trVay, WA !)8093
David l,itorvi te, 2 53..92] ^ 6 \ I 6, dj I itr:@comcast. ne i'Iype rif Wnrk: Sewer {Frime), Hstirnated Cost of Prime Wnrk 10{i%
$ 1 3 6,605.iXJ
Sipr:ncer Creek iiusi.ne.ss Ilark Site Pr*-l-,cad $1,039,900.00
C*ntract l',jo, 2S I 5-4'l
Pcrt of l{alarna, ll0 W. M;rrine Dr., Kalaina, WA 98625-9$00
F.r'ic Yaka vich, 3 6 0-6 73 - 23 3 7, ey akavich@porto fl <alama. c snl
Type of Work: Site Work. {Prinre), Estirnated Cost ollPrime Work 1009/o
f -11.05, NE 6& St. tc I-5 Widening & llxpress 'Toll l-anes $ l.6,9??,?{} 1.00
Contract Na. 3800
WSDOI-, P.0. Bax 4'/354,0lynpia, WA 985$4-7354
Rilly cayror, {Frlatrion*Prirne contractor)'760-9t6-p100, bgayrrar@tiatironcorp.com
T'ype r:f Work; I{ig}rway (Subcontracror to Flatiron)
{irariing & l}rain*ge f;FO-LJS?0 Ptultl: {JPit}i,-Hddyville {Ph" 3)
C*n'allis-Newport Hwy. {i41":6?,?39.00
Lionlract No. 1;tr670
Clregon DO'f, 3700 $W Philornath Blvd", Corvallis, Qk t)7333
S teve Schultz, P. M., 5 4 I -7 5] -4 L 04, steven.sctrulter@ndot" state. or. us
'I-ype ol Wcrk: Flighway (Prime), Bstirrrared Cost aflllrime Work 409ro
$nchr.rrnish ltivor Srielge t* US 2 Vic-Vt'irlening rg" ;r;aiery $T;,lAS,0B { .00
Crxlr"acf ldo. S ljS
Wslfill', 9il?-9 t:lC*pitafi !Va), Ljveretr, WA $S:08-j*:i7-f
i rri hi a rr. . 4';. 5.-22 :j - 87 ?5, n a ut(rg wsriot. rva- g=t_r v"l'ype s{'Wi:r'k: l.{ishway & l}riclge Work {Flim*i. Fislinrateii {-cst of t,rirne Wi:rk 40,%
0411 5
RNSIi wsDor ARRA'llask l7 slape stabilizarion 93"716,271"t)0 03fi6
Conlract l,lo. 8259
Bu|lington Narthern & $anta lie Railway Cci., 2454 Occietenral Ave . $., fiuite 2L), Seatile, WA gB 134
Ryan Ll lunrer, 206 -62 5 -6 I 46, .james.b lurner(-lbnsi"carn
T3'pe of Worlc: Silope $tabilization {Prime), listirlated Cnst r-rf Prirne Work 6il7i
a6/16
0s/r6
051r6
05ir6
r]3;' i i-;
0ii I ai {}6j2;r;i1
{x}_vu!&Tgt}-es,N$_T$[J_{:f;qa_e&$_{sL:{s e9-s.Tlrac.]:,{t{$-_[Jh:t ilo-$.!3!,!itrory pa,l]g
Shore R.d. to Kitchen-lljck Rd Widcning $28,03"i,71S.00 $'2/16
Coniract No. 8376
W$I]OT, l?07 S*utl"r C Street, P*rf .Ang*l*s, WA 98163-?456
Jer:ry ivloore, I;'. L;., i 60-5 6 5-0ij2 0, rn*orej e{a)wsdot. rva. gtv
'fype of Work: l{ighrrra;, (Pririre)" I-istirrrated {."lost of [,rim* lVnrk,]5,",6
sTAral{!j.i
011il?1i
S8l25i i jj
1VTA!15
a4n3ili.
0 r i05i l5
$lt 011 5
avt$/14
08CI4i t,:t
Denali ftigiway MI] 120 River F,ncrr:achmenr $416,743.00 12/15
Contract No. 750
Alaska Departrnent of "1.'ransportatian & Prrblic iracilities, 2301 Feger }ld., Fairbanks, AK 99709-5316
Scotl. Wr.rster, 907-4,5 I -'54 6 l, scotl"\4,,()ster(.4)a I aska. 61ov'ly;:e ci'Work: [mtrarrlcmcnt Stabilization (Prinre), [islimated Crrst r:f Prirne Wr:rk 909t,
OHOP Vi*iniry $lide - firnergency $lape Stnbilization $i-552,]5?.ixl
Contract No. 8?92
WSDOT, B2l Airpurt Ct. SE,'lunwaler, WA 98501
Steve Fuchs, P$, i60-5?0-6] 52" f'uchss@wsd$t.wa.goy
'I'ype o{"Work: Iimergency Slcpe Sitabilizatiun (Prirne), listimatecl Cast r:f Prime Wr:rk g0'%
SR{j, ltack Creek llridges-Replace Sriclges 6/102 8{ 6ln3 $ I 1,745,407.80
Cr:ntracf h]o. Il5?2
WSIIO]', l,i I I Rush Rci", Clhehalis, WA 98532-8721
Calin Nervell" P.8.. I 60-?40^8603, neweltc@rvsdot-rva. gov
'1'.vpe r:f Work; I-{ighri'ay/iSridge (Frime). F,',stimated Cost r:f Prirne Wi}rlq 40yo
2013 Fsi{eral Way Downtcwn Sew*r Trunk Llpglade-Ph. 1 $1,689,88E"0u
Conkacl N*. 131 l?0
Lahehaven Utility llisfrict, P.O. IJox 4?.49, Fecieral Way, WA 98063
'f inr Osbarne, llistric c P M, 2 53 -g 4 5 * I 5 52, tosbcrne@lakehaven. org
'I'1pe olWork: Sewer lVfain Installati*n {Prin:e), Estiinateci Cost of Prime Wr:rk ?j?tr
5tl 53: tlavis Slaugh l3r'idge ll.epiacem*nt Wiiiening
lor Flcod Prevention $ 1 l.S.'J.{t"61I "*il
Cr:ntr*ct No. 8623
W$t)o"f, i l$9 E. l"{ickox Rd., tu{(.}uni: Verrron, V'li"\, 9&274-'i7'15
$h*ne $ipahr, P.8., 3 6$*75 ? -. 5 I 5 6, spehrs{d)wsrloi. wa. gov
"f'1pe of,trtr/r:rk: Site Work/l3riilgrr Rr:plaeerrient {Prirne). li:itinrai.'*rl {l{}sr $lPriffie Wr.rik ,lOg,ir
"ludy W'l'tr icr $cdr*-1.&''oull*_r,".1.'ransmi..;si*n i.,ine" ilh. I $;i{i.lg,6i.-i"{){]
Ci,lnlrac{ Sfu. i5i5!ilil1
Sk:rgiL C*lrnty IIUI] iria. t, P.rJ" $*x l;116. kk:unt Y*r.nr;n. WA 9B2T:1-l4l{i
Mi kr: F.J enron, 3 6$,84 I -;I r{"'i I, ji e * i*n(i shagi LE: uei. org-l'-vpe *t Wark: Waft:r'l"ransmissir:n Pipelirre iPrinie). lr.:tii:natcd {,lr:st *f Prinrc Yv'1rk {..t}'id
{J1'{(]
tzlt3
I 1115
CI&/1 5
'fask 4 'Ke lso ts Martins l]lutf S9,625,968.0C t2i t5
Contract NIo.7l64
Br-rrlington l..lorthem & $ianta Fe Railrvay {)a",2454 Occidental Ave. $., Suite 2D, Se*ttle, WA 981i4
William Dombrow. 2$6-625*6386, Willian:.Doffibfclw@bnsl.corn
'I'ype of Worh; Site Wark (Prime), Iistiinateci Cost of Frime W*rk 1S0%
Raysirie l{evisions Phase lll $2,446,033^CI$ l l/is
Contract ])'lo. 8278
BLrrlington "f'Iorthern & Santa Ir* Raihvay Ca.,2454 Occidental Ave. S., Suite 2D. Seartle, WA 98134
Taylor Sinrith, 20 6-62 5 ^63 86 taylor. smith@bns f.com
1'ype *f Wcrk; Site Wark (Prime), Ilstimatect Cost of Prime Worh 80,/o
ii5l,1{ri } 5SS"15
.es_MtlglE$-_qoli$:t'R!l{tTt0s_P$!I'!$e1.$ {;{}F_{-${Ac"{--,$.tyjpt!y:t. f.sruIl.$Tlary_pc{$
Spokane Int'lAirporf, ''['axiway Re*oufiguriltion Pir Il{2015) $2-,02$"414.Sii 07i t5
Contract bio. 12 I I
$pokane InternatiorralAirport, P.C). Bo;r I9l$6, Spokane, WA 99?lg-9l8ir
Itobert Seghetti (Prirne Contact) 509-2'X2- I 234
'lype of Wr:rlc: Site Wr:rl< (Subcontractcr lo A+rue Cr:ncrets llaving, Inc,)
Williarn R. Fairchild int"l Airport CA ilevelopment*Acr:ess Rd lrnpr. $985,4S].00 {fi 15
Coutract Na" 35300
Porr ol'Port Angeles, P.(}. IJox 1350, Port.,\ngeles. WA 98362
I)avid Williains (Consultant: w*ll Pacific, Inr:.), 425-95 I -48?6, ilwilliams@whpacific.carn'l'5pe of Work: '-i-a;xirvay $itc Work {Prime}, F)stirnated Cosr of Primr: Work SCIozl
$outl"r of l.,aurel-llR Overpass $9,8;7,043.*0 07115
Conlract No. 3Bl3
Montana D$'I', F.O. Ilox 20 li)0 I , [.Ielena, M'1' 596?0- 1001
$ r,r:ry* Fri ce, 4 $ 5 ^ 4 4- 4 - 6 2 I 5, s up rice(|mt. go v
liypc r:f Wurk: f'ligl"rway (Frim*), Estimal.ed Cosr of ilrime Wark 409/0
Redrling,tnn l,evee $etbar:k $'i,T?3"_q6il.(i0 0{:/lS
Contrar:t hlo. 81713
King ilounty, 40 I Filth Ave., CN'K'nS-034$, Seatrb" W,q 98 t 04
hlrik Peters, 2A 6 ". 47 1 - 41 97, erik"pcters@kiugco unty. gov'lype clf Wor"k; I.,svee lmprovernents (Prime), I]ercent Comple tel 98{%, I-istirratecl C'olt cif Prime Wcrk B0%
US 95, Garwood ta $agle, Athol Interchange $28,4'70,384"00 06/15
fiontract Na. 75S1)
Leiaho T'ransporlirlion f)epartm*nt, District I , 60{} W Prairie Ave., Coeru. ri'Alene" II) B3B ls
Marvin Fenn, 208-??2- 1253 " marvin"l'erin€Ditd. ictah*.gov
Type of Wcrk: I"fighway {Prirne), [rsrirnatsd Cost of, prjrrie Wcrk S0yn
Fothr:le & Fix V/ater Leak Acij. to l"'sd-Exilldg. $41,114"18 05,/15
{lontraet Ni:. 15002
I)ort srf Seattle, P.*. Bax 68727 , $ea'I'ac* WA gB i 6S
Anna l.,ear, 253 ^627 -8155, alear:(@gensr&laschanical.sam
"llpir r:f worls: water l.r:ah Repair {subcontractor tc fi*neral h4e*hanical)
Delta Yard Revisions-Fhase IIB, Hverett, WA $i1,0q4,S61.0A 05/15
Ccrntract lrlo. 6852
i3urlington blorth.ern & Santa Ire Railway Co.,2454 Oecidental Ave. S., Suite 2n, Stlatl.le, WA 98134'['ayl ar 5 mith, 2A S - 62 5 - 63 86,'Tay I o r. lim iri:@ bnsf. ecxr'[vpe of Worlc: Site Work (Prime], Percent Complete g5%, Hstimat*d Cost r:f Prirne Worlc 100{lro
$r:noma Villcro Drainagc lmprcvcmcnts S600,S35.00 {)4115
Conract Nn. 3802001
$onoma Villero Hcmeowners Association, 1 1? I I Slater Ave . Nl1, $te. I 50. Kirkland, WA gS0i3
M ictrael A I ien, 2 06-3 2 I -g 1 84, coachmal len@gmail. cr-rnr'f'ype of Work: l}":rirtage lmprovements {Prime), Hstimatscl Cr:st r:f Prime Work 100%
llik* 3 Seeliage & fieismic Mitigarion Pr*jecr $493,520.30 03it|
Clcntract No. 54694
ilascade \drater Alliance, 570 -- I 12']' Ave. NS, tiuit* 400, B*llevu*:. WA gg004
Jcrn $lrinrada. 425 -283 -0367, .ishimada@ca^scaclewater.crg'1''ype of'Worlr: Dil<e Seepagr-: & Seismic Mitigatian (Prinre), ilstirnated Cost ot'prime Wark g0%
Y.t*,w8"33&.{,
Ori/il'71t:
06/{i9,r 14
0qit{}l1r}
ii6'Jl {i;'13
a9/w Lt
{}4122it5
I 1i l?l l:1
{}5:':i !14
1;l$8it4
.{'$-$gtiJg$ e-S-$$i,ru.$.l-$.lrofg$.$"{[,'fg {j{}-ry"ftl,.4{-il- i!:"qJQq,H5 {SM$"rij{{]ryjL&t{i {i.tgW3:.t}AVt
Penslc*k Replai:em,:nt Prr:ject li3,6ill,{Jt ["{]0 il.i,'15 l0/jfiii4
{lontract Nr:.3011
I-,*grilrr Watcr ilompany, P.{). ilrr,x i60 l, Ilar;co, WA 9$3CIi
{iar-'-' \Veatherly iC*nsul**rl-.}lJ}J f,ngineers}" 509-'781-:14,1., gr,ienth*r'ly(},juh.conr
Kentvierv Sanitary Ser.ver fnterceptor $898,328.00
Clontract No. l0-1001
City af l{ent, 220 For"irth Ave- Sa." Ident, WA 980i2
Phil McConlell" 2J3-856-5542, pmcccnneil(lkentwa.gciv
Type o{'Work: Sanitary $ewsr Pipe Insiallation (Irri.rne), fistimated Cast of Prime Work 70yo
5o, 251't St. Slide l{eJrair $195,594.00
Cantrar:t No. 3 1961 I
City of Des Moines, 216301l'r'Ave 5j., Ste. A, Des lVloines, WA gSlgli
'Iommy Owen, 206-8"1 $-6B70, towen@desrnoineswa.gcv'fype of Work: Slide l{epaii: (Prime), Estimateri CoriL of Prime Wark 60yo
Upper Carlson Flooclplain Reslcratiolr $ 1,932,?82.00
Llontracf h{o. 89214
King County, 201 S. J*ckscn St., $te. 600, $eattle, WA 9lil04
IJan llastnran , P .y.-, 2tS6-4"/] -4684 , dan.e astman(@kingcounly.gov
'I'ype of Work: Irloodplain Itestoratir:n (ilrir-ne), f"istimated Cost of Prime Work ?0Ya
fte-l{egrrlation Reservoir: b,mbankment Const. & Mass [ixc. $8,423,767.At)
Contracl Na. 209407
Ii"oz"a lrrigation f)istrict, P.O" Box 810, Sunnyuirte. WA gB944
Wayne S onnichsen, 5 $9 -83 7.-S I 4 1, wsonnichsen$)roza.org
'fype of Work: Mass fixcavation (Pr:irne), llstimated Cosr of'Prirre Worli i00o/o
I-5, Portiancl Avenue to P<lr't o{']'acoma ltd-Nll l{OV $tage I $l "1,??4,492.00
Contract No. 7945
W$DOT, 7912 ful.artin Way, Suife E, Lacey, WA 9S5 16-5?03
Irieai iJh lmeyer, P. 8., 3 60 - 4 1 2 -3 42 l, uh lrne,vn(cgwsc{ot" wa. gov
Type c{ Worlc Flighway (Prirne}, F,$timared Cosr of Prims Work S5gt
liarks l'fighr.vay Connectir:n Machen Rd. Ext. $3,045,043"00
C*ntract No. 14i iit
ivlatanuska-Susiha Llorough, 35t) hl. tlahtia Ave., Ilalmer, Alaska 99645
Miclrael {Jamp fie td, I $7 -7 tl 5 -9 B t 1, mcarn p{ie ld@marsugo v. rrs
"I'ype o{ Work: F{ighway (Prinre), Hsrimated Cost of prime Work 5{J%
Coai Creek Culvcri ll{eplacen:reni gl,3gj,56g.il$
C*ntract 'ltio.
I 30 i 6
Cig *r Bellevue L-iiililies, P.{J. fJox 9001;, ii},:ilevu*, WA gg*{jt-gt)l?
B n:c c J ensen, ? .h. " 42 5 -4 52..7 24 * " b,j ensr*nflbc I levuewa. g*v
l'ynr: o1'Worh: {Julverl Repl*ceinent (Frirne), flstirnated Cost cf'Frigre l.Vc,rk 6{J%
US q5, fiarwoad tr: $agle, Chiico $rg,* i,r$-91i {jarrvr:r;cl $44,6:g,j50.il8
lrr,Sagle $il'.,erwsrod $tg.
Conlract lt{o. ---li84
fdah*'I'ratrs5rariation llepailrnenl, llisirici l, 60t-) W lriairi* A.:i:.. ilseur il'Aiene., {l} S3Sl5
h4 e rv in F.;n:r. Zil B -r -l? - i : 5 l. rnan in. jbrin(ii1 i td. ir:lair*, ga v
"'1';.'pe *l'!\rar:ll: I-"lig.hr,r.a3, ifrrimrl), li..stirlrateil Ccsr uf'prim,: Wark,:l0i,i:
llllvl
L:l I ,1 {)lli;?ir l.:i
10127 it4
06it6114
061{}2t14
08103/ t0
{J4128il4
{i4ls8,,l l
08,r*ii 11
I U14
iii14
10it4
10/14
9"1,4
{}9i14
{,,!}.&:t,ffI"lil3#"-{,{},sg!:tgj.i.{._!_!!}ll" ilt{-tJlt{ _{I cQ.$,rfis"e:f:furylQltsT {::p.urt:!,.Ii'1]{.(}_$ D#t}i
Deer Park/lJS l0l Inl*:rsectiun lrnprovemeut $,5,i 10,321.00 0B/14
ilontrrlr:t Na. l?0?
Cl;rJlam CoLrnty,223l:,:. Faur"fh St." Ste. 6, Port Angeles, WA 91i362
Joe [-]r:n isi, Ptr" 3 6$-4 I 7-2404. .jdonis i@co.c lal lum. wir.us
Type cf Work: Highwery {Frirn*), Estimatecl Cr:st ol Prirnc Wrrk 40%
lnrlex Calena Road Mp 5"8 $195,28t).70
Contract ]'{o" 914
Snohomish Corinty, I\,XIS #.507, l0{i0 Rackefi:iler Ave., Ilveretr. WA 987.01-4046
Charles Mathison, 425-3 88-3488, Ixt. 6673, charlcs-mathirionftsnoco.org
T'ype of Wor:h: $ite Work {Prime}, lisrirnated Cost olPrime Work lli}Yo
8r',t i4
W '4f.:t.-{jt:",,t;i
0fii05j1 l
0Bl04i r 4
07129/1 3
04i:31 1.}
03/i 8l I 3
09/1 6/1 3
09/r6i I 3
ti\ll':.ii :i
fiijr'J.i:1 3
L,auridsen Boulevard Rridge lieplacement $4,685,578.00
Cuntracl. No. 4299
City of'PorlAngeles- Il"{J. lSox 1150, PsrtAngeles, WA 98362,021?
Jirn Mahlum, F"Ij." ]60-..1 l;-4?01 , jnr*hlum(ril*ityo{irir.us
-I"ype of Work: Highrvayil3ridg* (I'rirne), listirnated Casr. cf lrrime Work 4i)o/,r
J'ru.nk R.oad lteconstruction, Phase I[ $14,233,817.00
Contract No. 5l 132
Alaska Department of'Transportation, P.0. llox l9{:9{X), ,4nchr,rrage, Alask:i, gS5l9-6900
Jcrhn Waisanen, P. fi ., 9{)7 -244 - 4 5 I l, .j ohn"waisanen@nlasl<a. gcrv'fype of Worlc: I{ighway {Prime), Estirnared Cast of Prime Wark 6ll?ir
Kent/AubLrnr {Jonveyance $ystem [mprrrvements $4, j22,861.00
C*nlract Nr:. 42009
King ccunry, ?01 s. Jackson st." Rm. 508, M3: Ksc-NR-0s08, $sartle" wA gl$1CI4-j855
Iirre l{ildret}t, Capital Prr:ject Man;rger lll,206-417-5537, susan"irilcfiretiri0kingcourlly.gov
T'ype o{ Work: I}ipelin* (PrimeJ, llstimatecl Cost of Prime Work ?5%
West oll Rich*y -- Wesi $9,805,096.00
ContractNr:- 13513
M*ntawr D0'I, P.(). Rtr;x'.101001, f{elena" ivl'f 59621}-l{)01
S rrzy Price, 4A 6 -.444 -62 1 5. s uprice(dlrnt. gcv'fype of Wcrk: l.{ighlvr:y (Prime), fsrinated {-'r:rst of'I]rinre Work ?5o,,o
ill idd-lc Fic*ra]: [ti.r,:r I1 r irlge. lt"e p I a.:e *ri dtr4:
{,i.rnfracf i.'lo. S-t44
WSLli,-/-f'.24fi{i -i'alie v \fua.;,'. Iderli;c', WA i;Sd':6
Cr:ni.acI: ileuys'l'ak, I5il-,i,{?-i-}4 l, i*kclen;.'(*,1rsdrir.w;r.gov
"i'_vre *f lVaik: ilitc \drcrk, iSubcoiliracior tr"r $lJ Slr"uctur*1" l.,l_,C)
$1"198,54.1.00
Sanrl to l-ind Danbie'lrack Praject SZ,4j4,l0?.{]* A6lt4
{-lonh'act Nr:. 4950
Burlin5;ton Nofthern & Santa Fe ltailway {:o."2454 Ocr:idental Ave. S., Suits 2D, Sea.rile, WA 98134
Don Omsberg, 2$6-625 -62521, chnald.omsberg(aJbns {_cr:m'fype cf Work; Site Worlc {Irrirrre), Per"c*nf Cr"unplete 84%, fistimatcd Cost of Prime Work 60%
Cumringhan to MP 101.3 Doubl*'I'rack Projecr $?,403,201.00 06i 14
{"lonh"act Nc. 4951
ISurling;ran Narlhern & Sarrta Fe l{aiiway Co., 2454 Occidental Ave. $., Suite 2S, $cattle- WA gB l34
I)on Ornsberg, 2l)6-62 5 -6264, drsnald"omsberg@bnsf.conr'fype of'Work: $ite Work (lirin:e). Percent Con4:[*te 96%, Eisti.nrated {-cst af Frilne Worlc 609rc
08/14
t)t!/ I 4
(}8/14
L'5i t4
il:!l ];l
eg-&ryLSTEIll]#-ltSIBUg.L{g-N.ll&fl1!i-9,..[.5 i:{ti5-i-J,t,1i.,1--,!-$iq]!,Lr\,], !,,-11#llif ,!:,,i,l!}S !ll-i-l,{.
Jack and 8r:re $48,?00.0$ {J6lI4
Cuntract No. 13597
]lown of L,ind, P.O. Box f , I".ind, WA 9934 t
Joseph Pessritti, 50q-998-6650, .jpessuttiiii)hughes, net
"liype af"Work: Instali 16" Stecl {-asing & 8"' Dl f'}ipe (Prinre)" Estirnated C]osf af Prirne Work 65%
SRt05 l:{eather Rd & US 101 0.5 Miles N r:rr Raymond-Culv l{.ehab $i3 15,75S.00
L'onfracl No. 8515
WSD0"|,2400'l'altey Way, Kelso, WA 98626
l.,ori F igone , P"8., I6$-44?- I370, figonel{.{rvsclot.rva.gov
'I'ype of'Work: Highway (Prirrc), Estim;rfed l--ost of Frir:rc W*rk 707o
031l/-l
flrnith Cre*k & Narth ltjvr: r Replace llridg*s $ 16,0 17,104.00
Csnlract No. 8345
$rSDOl",24{)0'talley Way. Kelso, WA $8626
Paul F"larrison, P.E., 3 60-44? - 1 3 70, irarri sp(@wsdot. wa.go r.
'T'ype of Work: I'{ighwa,v {Prin"re), l:.stimated Ccst ol Prime Worlc 40o/o
{}2t\4
.y5".ffi1:".#&'T'
06/0:t l,i
09il0l1 3
It)! 1] I t2
04/08i 1 3
0't/15113
t]?108/ l3
BPIOPL, Caal Creek Culvert lt"eplacenient $6?,454.00 I ti 13 09116113
Canfraci No. 1761
Owner: IIP/Olyrnpic tlipe [,ine Company
Prime: llnelson Co., iiOi W. State St., $edro Woolley, WA 98284, Cr:ntact-: Dave Waiker,36il-66t,3535, rlwa.lker@snelsonco.com
Type of Wark: 'I'raffic C+ntrol, (Subcontractor to Snelsi:n Companies)
$iH rif Dupuyer - SjE i86,771,2'75.{i5
{lontxrct No" 12812
Montana llepartrnenl. <rf Transportation, P.(). llox 20 I {}0 l, I.{elena, M'1- 59620- i00 I
Mike l{lerte, p.fj., 4S6-27 I -?0 ? 8, mk le ne(r}mt.gov
'I'ype of Work: F{ighrvay {llrime), Ilstunaled Co:;t cf'llrimi: W*rk 65?i'
Custom Pll"wood fiite-Ph. II Interirn Remedial Actisn $ 1,900,98 t.00
C*ntract Na. 1300198
Washington State Dept, of Scology, P.S. Box 47600, Olyrnpia, WA 98504-?600
Prjrne C$nfractor: Orion Marinr: (iroup, I I 12 ff - Alexander Ave", T'acr:ma, WA 9842 1
St*art Moorr, 253 -5 52- I 1 40, smoare(rloriannrarinegroup.com
I'ype of Work: Excavate/l.,cad/F runislr,/Piace Material (Subcantractor to Orion Marine Group)
Alder Canyon Slirle Emergency Slope Stabilizatirx 1li5??,946.i)0
Contract Nc. 8474
WSDOT,66l0 16th 5t.8., Ste. A" l:rile, wA tlB4z4
Jon Deffenbacher, ?53-365-6700, deffenj@l*'sdot.wa.gav
T'1p* *f Work: Etnergeucy Slapr: Stebilizaticrr (Prinre), f:,srimated Casr of Prime Work 4$9/o
'l'$tefil l.,ake 'l'rvin 4ll" Clilven Itapla.<:.i:m**t $2..;:.6:..1 l'7 .tli)
ilcntracf Nr:. 2 11
Cifi r:f'li.irlciand, l?l tritlh Av*., I{.irki;rnd, WA 9,9S1"1
N*e l l.iupplich- jl. H. 4?.5 - 5 &1 -3 829, Nhuppri ch(rlkirkla"nrliva.i.r*'"lype *l' Wcrk: Culi,'erl Replzici:rnent ipr"iffie), flstinral*d ilost af Frirne Srr*l'k 4$_9d
fi[,i Nor.elty Fliil Rd., Phase ] l!ti$.38,1,89j.0{)
i-*ntract itir:. 5f 5 t{}
F-ing Crunry,,10i lriilh Ave. -.J"1 Flooi:, djhinor;k !:ildir.. $ea'Lf1*, Wr\ 9B {0.:t
Jcff i\'1c;{-larthy, lt{}6-;tr?3- 10${i, jef{ln{:carih.v(i}kir1g*oLrnr,v.gov-lvi;c ot'Worlc: f lighv.,'ai' iPrlnreJ, l.:stimnicd Cr:sr *l Prirne \{iark j0?*
ili l3
l1it3
t0/t3
10/ il {}5,'l lji l ,i
i t},'i i |}3#8111
g0effi,slEll-{;-0r{s.I,euel-Kli5._eBJ},.I_f;{t:!.-s' s;0$-rlt.acl.4}!QU"s.Tt g**$rL[r'!aN.parE-
US-30, S Main St to "Ict SI-l-34, $oda Springs 5i't32,021"${) 07i13
ConlraclNo" ?7l5
kJaho "liransp*rlation Dept., 33 { I W. Statc St", L}oise, tD 83?03
'T"orn Co I e 2$8 -23 I -3 3 7 7. tom.co lefj itd- klaho.go v
'[ype of'Work: L{ighway (Irrime), Estimat*d Cost c1'I}rime Wcrk ]0,}i,
M Slreet SFl Crade Separation liil1,827,023.00 Oli 1l
Contr*ct Nn. I l0l
Cit"v of Aubum, 2-5 West Main St., Auburn, WA 9800 I -4998
Ryan Vondrak, P.8,, :53-93 t-3086, rvondrak@ai.rblrrnwa.conr'lype ol'Work: {?rade fieparatir:n/Bridge L/nder:pass {Prime), Estiruateci Cust of Prirrre Work 50,/o
Cashnrere Mill Site Remediation $ I,04?,65"5.CI0
Contract No. 208020
Porl of Cirelan County, ?38 Old Station ttci., Ste. A, Wenatchee, \YA 9S801
l,aura Jaecks, 509-56 I -3 I I8, I-,aura(iccpd.com
'I'ype of Work: $ite Remediation (Prilne), llslirnated Cosf $f llrime Work 80%
06/tl
We ll I 'lransmission Main $ 1,5 12.092.0r)
Cantract No. 1204
City of Aubum, 25 West Main St., Auhurn, WA 9S001-4998
Il"oberf tl. Lee lll, ?53-804 -5$'7 l , riee(alauburn\4'a^g{}v
fype of Work: Watcr'I'ransmissic'n L4ain {Prirne), [i,stimatsd Cosr ol't]rime Wgrk ?0?a
05/t3
McAllister'{'ransmission Main $i3, tj0,l?6.86 05/13
Conffact No. 37
City irf Olyrnpia, P.O. lSox 1967, Olympia, W A 985$7-lg(:1
'I'irn RichiLrdson, p. H., 3 60-7 53 -87 49, richard@ci. o lynpi a. wa. us'fype o{'Work Wekled $teel Water'I'ransmissian Main (Prime), F;stirnated Cosr of"Prime Wark 6004
'57*7€t.531:'3'
{i5,'l.l'r i :i
i.]ll,rZ lr'l ?
Grading & Drainage FIrO-US20 PME: {J}iR-it-fieidyvilte
Corvallis-Newpofi flwy. $7.545,029.00
Contracf No. 144?3
Oregon DO"f,370{} SW llirilomath lllvd., Corvallis, OA g7'Jij
Steve Schultz" 541-7 57 -41 04, st*ven.schulrz@oclot.stare.$r.us
'fype r:f Work; Flighway {Prime), Estimared Cost r:f Prirne Worl< 45yt,
Wahlciakun County Run-OfTItd & [ntersecrian 5iaf'ef $4j,507"80
Contract No. 4201 I
Wahiakum Counr-v*, P.{).llox 97, Cathlarnet. W-A tg6lz
c;irl Slewart, {Frau-k curney, Inc.-.[:rime {Jontracrr:r} 5fit-5is-3069, i}urn*y(@(:oflcajir.nei
"l'yp,r: of. Wcrk: Site W*rk i$ubcoufracior tc lrranlc {J.unii:y, lnc^)
:$lt "l10, White ltiyer Fir"idge-t3riri.g* Sc.*in' $217.237.{]il
ilcnlracr ljo. 8*8'l
WSIf{-.}"|, ll,i03 fSridgep*rt Wav $W" l.;rker+lrrlil, W11 gg4g9
Jcn Def f'enbacher', lji.r, 2-53,-38g-G I00, d*f'f*:rri(il)wsr).ot.+:s.Foy-lype 0l \\iark: Bliilge 5cs:ur'(Prilnr:), EstirnarcrJ Ccsl r,rl li,ririr l\,/qxk ?il .o.r,
Ferrxin trr wirt*r, {l;\ cn l{aiiroarj,s yunra siilbdivlsir:n
ilonJr*cf Nr:. 475"j?
s?r,39 t.9 t 8.50 {i:l l:
{"inir:n I}acific Rai}r*ad Cr:mpany, 631 lt. ?'t' $t., Fhi:r:nix, j\f, 8jCI:}.}
llanny King, I 7 L - 4 t) 4 *{} 022, d lc ing(*tlu p. c o m'lyp* of Worlc: Grading,'$ubballa:lr lbr ?2 I'rliles r-ri'liq:w M:tig '|"rur:h
iilrir-pe), fstig"raieel {.tr:st 6i'i}rirne W6ik l5{}r'r
04! 13
$3/t3
03lr Bi I l
1{]1r011?
l0l()LlI2
061291)?".
0 l/0?l I 3
04,1ii4r'i I
illrli 07,04 i I
e$MlWJgll-eg-lY$l3gc[l0llU8{f"nelj$ 1 !lU-lltr-te L.:U-lJJl.1ii-!, t!}&{ll.,l.J,lt}j1 t}4,J li
Regian 2 {PME) Rock produetion $3,53?"470.00 t}ll?
C*nfi:act No. 30512
3700 SW Philomath ltd", {lorvalis, Ol{ 97333
Ciene tVil br:m, pfi , .5'{ l -757-4 1 5 6, gen* " wi lbor:r(et]ulot. srar*. or. us
l'ype of Wr:rlc Rack Producticn {Prim*)" lrstimated C*:it of'f]rime Wark?0%
$?:&{tI$4'i'
l{}| 7,'l:
Sidi.ng lixl.ension at Senter, Idaho, Nampa Subdivision $B j j"{i05.00
Contract Nn. 53265
LJpRR, 280 S. 40il W., Suite 250, Salt [.,ake City, t.J'I' B4 t 0l
firin $. Cully, 50?-320-854?, e*cully(@up.corn
'Xype r:f Wark: Siding fixtension (Prinre), Estiniateel Cosr of Prime Work g0gi
Thwrder Hills Creek Mitigation F ish Bar"rier Refrolir $3,J119"6S0.00
contract No. 8260
W$t)CIT', 6{]0 l0Bth Ave . NH, Siuite 405, tJclle vue, WA g800;X^S t0 t
Ci i I l{c;l{ablr, P .8. tl2 5 -4 56- I 6113, n: cnatrbg(rgrvsdcr. rva. go v'I'ype r:f'Work: Fish Jlarrier Retrofit {Prime}" Ilsrirrra{.ed Cosr olPrirne Worh 80?;
Jlrontago Rd. .lct. S!I-53 to Chilco $3,,.t?9,g4?.00
Contract No. 7{i0i
Idahu "ilransportation Dept., District 1, 600 w prairie Ave., cor:rr d'Alene, lr g3s l5
Marviir Fenn, P. 8", 2A9 -7 7 2- 12 53, nrarv in. fbnn(.,itci. idaho " gr:v
Type of Wrirk: Highway {Prirne), Esrirnated Cost of prime lVork jtlg6
5k522" US 2 Interchange Flyeiver ltamp $16,24j,359.{)$
Conlract No. 7938
WSDOT',9029 Y,l Capitan Way, Everett, WA 9SZ0&-j63?
Amir Alrmadi, p. 9., 42 5 -225 -Bl Q0, ahmad ia@wsdct. rva. go v
Type r:fiWcrk: Highway (Prime), f;,stimated Cost of prir:re Work ?0%
Crapevierv Loop Road $;3,j90,? 14"fl0
{lonfract No. 13?9
Mason cr:unty llept. of'Public works, i00 w. pLrblic work:i llr." shelton, wA gssg4
Melissa McFadden, P.h.,360-427-961{},Ext.4s2, melissam(ri)co.lrlASon.w;1"us"lyne of Work: Highw;ry iPrirne). Listimated Cast olilrirne Work 509,o
J:rort of Tasom;r l{"ci ra King ijs l.,i.ne }?l**clplain iv-liiigati*n $ir* :$50s.5fJ1"00
{:$nfaet Nn. S3?5
l,V$nilT,6610 l6fh 5r. b.., $re. t"9" r.ife, wA ts424-t56S
ldaryl,ou N*b*rgaii, P,11"" 253'365""675{), rrebr:rgrni-Qwsdr:i"wa.qov'I'ype r:f Wrx:le : f-{ighr.','iiy il'rirn*), Lrsri:riiited i-*sl i:rf lrriryi* W*rk 60%r
Parits l{aad l{e*cnsl.ructiixi -, Sch*rjrile I $,i4.0.3,Tij.*0
Contract Nr:. ?012"0?
l.alces I'lighway $istricr. 11341 N. l{.ams*y it<1., i:laycl*n, ill $3S35
Er:ic Slran ley, Ii. E., 2$ $ -? 72 -7 52"1, e ric@i i:kesh ighrva3irl is tr i*. *$ m"T'ypt: rsf'!\inrk; F{ighway iPrirne), }:jsriniated r_tcst *i firin:e Work l(10'l1r
1r-l l:
l1/ t2
1U1.2
06/1 5
lft!11
\j1)/12
$9lt?_
f)9/i?r l?
Runway l0-28 Crown (l$n,rcirsion & LongitudinalGradient Ar1j. $8,881,126.00 llllz
Conlract Nn. l0?8
Port of Skagit, i5400 Airport Dr., lSurlington, WA S823l
Ma{t Cavanauglt, P.8." (C*nsul*rnr-Precision Approach Lingineering} 425-41 7-5010, mcavanaugh(@preappinc.com
Type of Work: Airport Site Work {iirime), Estirnared Cost of prin,re Work j5%
{}7!02i12
0"i/Q2112
{}6t15t12
0?i06li0
04nai1?.
0$rll il
*$i;"5i1,3
gx$$gt,frIg.u.g,t}Lv"$3&!1il"{ {sty_-il_&ojj&t{,:{ $ {t{=}i{l,}.qa{::.{_ A j\jl{}Lj.i\ }" {_Q_&-1f.{_,flTIg,,y*D4-g}r"
.'iidirrg Extensi*n irr !V;rpi, fclaho !i7'37,14t].\5 t]qln,
(ls{rilacl No. 50??i}
LIPI{R" ?80 S. 400 W.. $uite ?50, Salr L.ake {.iiry. U1 84101
Hrin F.. Cullrv, 502.-320-I54 ?, eecu ilyf*)up.cam
'f'ype *i'\&rork: Siding b,xtensi*n {Priaie}, I.lsrtimated ilost r:l Prinre $/ork 901i
,s_{4{t.L SS:t
05t i4t i?.
04/09/1.;
041t6/12
l0/01/11
05t04tat)
*7i$ t/10
08/$ l/i I
{}711:i/ r I
04j:ll i 2
I{awks lrrairie Park & lticle F'aciliry Constnlction $2"912,912.00
ccntracr Na. 1203
Inlercity Transit, P.0. Box 659, Olympia, WA 9850"i-0659
-Rciben F{olcomb, P.Fi. (Consultanl-KPF'F Engineers) 360-29:}.-12-30, bolr.irolcomb(}kpi'f.com
'I'ype of Work: Sife Work (Prime), [:;timal.ed Cost sl'Pr.imc Wort< 5t]?o
Site Freparation & Water Siystem fixtcnsion $ t,794,058.01
Coniract No. 1201
{Jity ol'Palrner,23 I W. Hvergreen Ave., I}almer, AK 99645
'I"om Colrenour" Public Wr:rks Director 9A7-145-3271, tcohenour@pahrerak"or:g
Type of Work: Site Prep. & Water Sys" [ixt. (I,rime), Ilstiniai.ecl Co:;r of Primc Work 90%
Conslruct l{.oadbed fbr Switching t.ead in the Pocatellc 5ut:divi,sir:n $ti95,99?.20
Contract l.'ir:. 49 1 4ll
[Inicrn Pacific Railroad company, 5424 sb, tu{cl-oughlirr l]lvd-, parttand, {}R 9}202.
Ken Bo bert, 5 A3 "-7 A2 -6t)7 3, kabo bertft)up.com
"l'1pe cf Work: Site Work (tsrime), Irstirrrarer.l Cost al llrime Worl< 9 j9ir
Ilorrneuf lUver Bridges $22,286.590.00
Conlrnct No. ?217
Ldaho 'lransportatir:n Deparl.rnent, P.0. Ilox 470$, llocatq: llqr, I[] ffi2A5-47{}0
Jr:e Fihlaja, P.8., 2SB-23 9 -3337,.iae.piirlaja(@ird. iciah*.gov
Type *f Work: L{ighwaylF,rir},ge (Prin,e)" Flsrirnatecl Ccst lrf l}rime Work 4{}yo
$outhcenter Parkway llxteru;ion $ l fj,g06,3 19.00
Confi'act No. ?50$
City of 'I'ulcwila, 6200 Sor.rthcenter }?kwy.,'l'ukwila, WA qS lSg
Rr:b Giberson, Public lvorks l)irectcr, 206-433^0179, publicw'*rks(lrukwilawa.gav'lype o{iWork; Road Cr:nstruction (Primr:) fistimatecl Cost of prirne Work 50%
Sultan lJasin Rcad Phase III $ i,.578, j?q,00
Cr:ntract No. 6824
City of Sultan,319 Main $r., #200, Sultan, WA gBZg4
fiam Richard (Consultant-wF{ Pacific) 425-951-4960, sricharcl(@whpacific.cani
'l'ype of Worlc: l.Iighway ([rrime], [stimated Cost r:f'prinre Work 609/,;
{i!}/ t2
08/t2
tjg/12
OBt l2
aTln
a6tn
\){;11)
ii6t12
$_ylv*ster R*ad Ftridge til1052A
(-lonlrs*t Nu. C00a: i 7dl I I
Iding Cnnnty,20l S" Jacksan St., ltoom ?00, g+:afile. WA gglil4
.leff tu{cCartlry " 2t}rt-423 - I t)86, jeiT.rnc*a.fi hy(Akinfi c*r$ry.Sov
'{'3''p* r:f Wark: $iii: W*rk {$r:t:coniraclor tc] SB $rructuie:; I.,1,{l)
*i Itb.i:,1{}^il0
tlirilco Wsst Waterline Exien*ian llr*.jr:r;r :$:lg4,0j i.0lj
Conrract h{i:. .,t i070
hii:rth Ko*tenai watrr llistri*r. i841 \{.'. H:"r_vrt*n Avi:.. !.la'idrin, {iJ g3Ei5
tu{ ike {i alanr *, 2 tt S -7 7 ll. - 36 I t, rn i k eg(/:Jnkws qi. ci;m
'i'""-'pe *f"Work: Wat*rlinc llxlansicn iil"im*), Li$tirnatetJ {.lcist *l F}rirn* Worlc $1}'%
$SM&-ETSII.COFI$" KUC {:{,lS !.!{irl -t_4_&tl;t|_,1- {:gl*.![.1._!]_!1ry]:11_L
FourCorners Conrmtxs Excavaticn ?0i,? $1,2S0,90j.00 \)6/l?.
Csnlraqt No.2012.0i
(.llf{l Land Developrnent {-'o., 2525 ""(:" Iir., Ancholage, AK i}9503
Wiiliam Prosser, Project h'{anager 907-?40-80 15. wprossrr@r:tatxrlinc.rret
'fype of'Work: Earthworl< Irnprr:venisn$ (Prime), listimated Cost o1'l]rime Wr:rk *5?i,
"I'opae Bridge NIS $ri,012,637.0tr 06/12
Contract Ns.7223
Idzrho T'ransportation l)epartment, I].{). Box 4700, Pocatello, ll] 9320S-470t)
'I'ype of Work; Hafthwork, I)rainage & Wall Cons*uction (sr.rbcontra<;lor to {dalio Cr.rnstructigl Cp., Inc")
#IAWJ_1}&:€
{)4r'tij,r1,l
05/04/09
0513 UI I
{i51?3/1 I
05/16/t 1
a2/fin-t
06/20/ I r
03i$til t
Vancouver ltypass $srg, 10b, Se wr:r l,ine ll.elocatiun $r19 I , 147.00 041 12(iorrfracl No. 140 I
Ilurlitrgtcrn l{orthern & $anta Fe Railway Ctt.,l},454 Occitlental Ave, S., $uite ?Ll, Seattle, WA gBl j4
lulike Powrie 2{} 6-625 - 6 I 44, m ichael. powrie(g,lbrrs{. crrrn"lype ol Wodt: Utility Wcrk (Frirne), I.istimatcrJ Cost of prim* Worlc gOtrr
Ititchie ljros., Inc. New Check-In and Auct;iun ftuiid.ing $4,66?,-1 I i.00
Contract No. 2159
Moiurtain construction (Prime contractr:r), 7457 so. M;rclisan $f.,'r'acomil, wA gB40g
Je {f Stloud, 25 3 -2 84 -0402, j ei.f(}m* unrainconst. ucm
Type of Wark: Site Wark {subcoiltrsctor to Mcuntakr Canstrucrion)
{J4112
Apple Tree Crossover-Vancouver fiypass $j22,645.00 04/12
Cnntract Nc.2328
Burlingttrn Nr:rthern & $anta Fe Railway Ca.,2454 Occidenr*l Ave. S., Suire Zt). Iieatfle, WA 9B 134
Mike Prru.rie 20 6 -6?5 ^ 6 I 44, rnichael.powrie@bnsf. com
T,l.pe cf Work: $ite Wr:rk (Prime), Hstimated Cost of jlrirne Wor:k 70?ir
Peala Road l{econstruction lV{P 1.57 to MP ?.S4 jj3,9j?,244.00
Confract No. 3S54
liarfield Counfy,Il.O. ISox [60, Forneray, WA 9L]34]
Kevin Poole (consultant, Riedesel [ingirreer],208-743-iB18, kpool*({ried*sc-leng.r:orrr
lyp* of Work: Flighway (Prime). i:,srimatecl Cosr of Prirne Work 60%r
$o. Kingston [td. NE-Carpenfer Creek Bridge @ tuIp j.?t] $60j_923.00
Contract Na. 1573
Kitsap Cr.runty, 614 llivisian Sr., h,1$26. Irorr Orchard, WA ggi66-,4dAq
J onathon [:!rnnci, P-[,. 3 60-.3 3 ? ^7 1"2 1,.i brancl(r]co. kitsap. wa. us
T'ype cf work: I{oadway .lmprovurncnts (subconffactor tc sB $tructures, I-LC)
I 85't'Ave. N.Ir, [xtension Pr*ject $ 1,567,1]"j j.2?
Canfract No. l0 I 197
City of"Redmand, MIS: iNfrV/, P.O. !]ox 9701(), Recim*nr1, WA 98073-t?10
Steven Gibhs, ?.t:.., 425 -S 5 6-21 2,9
'fype of Work: l{ighway (Pri*re) Estirnate<i Cost of prirne Work 50?;
fim*rgenc3, L,*vee Rest*t:1ii $n " [i i, I 4- g g
C*nlra,:t hlo. l20tl20
$ 1 " l0*_625.i1s
rl5l12
a2/12
0:ll?
fr21t2 {}\l*5!1, ;
Li$ Rrrnl' C*rp:i ul'f;rgin*cr"s" se:nrtie llisrrict, 4]3*i ,i.. {r4arginal !Vav So., li*atllc, WA Sll 1j4..;l-igg
iie rrr Sul{.*n ,2t}(}-16 }-:lri4g, fj*ite.i.$irlrillli-lgur;acearmy.rnil
'.1'';'1rr: ill'lrVork: L.e v*:r: ite,cf"orali#n {piin:e). l,siirliii,eql (.i,r:;L af"p::inr* !}rju.}r lili_},%
gsl{gl-a Ts$ c{LN$Tft uel'r{}_N FBaJ}leT$f'"i li,i"llt:l {l"f :diVli.}tiiT"l"
Cirilco Eir$t lVaterline Exten*iorr Pro-i*ct $ 169,859.80
Confract No.41052
Norlh Koatenai Waterllisfri*f" l$41 W. f{ayden Ave., Hayden, tD 8iBl5
tu{ike G*iante, 20$-772-3 6 1 9
T'ype cf Wark; Waterline Extensicn (Prime), Hstimated Cost t:{'l}rime Work 90%
Lincaln Avenue Grade Separatian $2 I ,6 1 ?,64S.0$
Contract No. 68036
Port sf Tacoma, F.(}" Box 1837, "l'accma, WA Sll40t-1837
T'revar Thr:rnsley, ?53-3 83 -5{14 1, tth*msley@pcrt*ftacorna.ccm
'fype of Wcrk: HighwaylBridge {Prirne}, E.gtimated Cosr of i)rime Work 40yo
{.ql-J,-il]l!fr"l**-Ifu
azlL2
$34RT',rt&g
t2ll9ll I
02/12 08/24/09
SCARSELLA
BR0S., rNC.
E 1946
Heavy - Highway
Construction
June 30,2020
An Equal
Oppofiunity
Employer
4.EXPERIENCE
4.6 CONSTRUCTION EXPERIENCE OF KEY INDIVIDUALS
A. Scarsella Bros., Inc. has worked with the City of Kent on several projects.
B. The following is a list of Scarsella Bros., Inc. supervisory force, along with their cuffent
positiorVexperience and current commitments that may be valuable for the work on the
S. 192nd Street Sewer Repair project.
1. Don Scarsella, Secretary
45 Years' experience, curent project commitments 5-7 projects.
2. Robert Scarsella, Vice President
40 Years' experience, current project commitments 5-7 projects.
3. Richard Scarsella, Vice President
35 Years' experience, current project commitments 5-7 projects.
4. Rick Krier, Superintendent
30 Years' experience on various City, County and state projects.
Current Commitment: Available for this project
P.0. Box 68697 ' Seattle, Washington 98168-0697 . Tel: (253) 872-7173 . Fax: (253) 395-1209
AKLic. #34714 . AZLic.#ROC249216 . CALic.#779354 . IDLic. #10394-Unlimited-t-2
MTLic. #I466n ' NDLic. #44607 . ORLic. #96884 . UTLic. #7646917-5551. . WALic. #SCARSBI183B8
Heavy - Highway
Construction
Cat623E,F
Cat 631D
Cat 631E
Cat637D,E
An Equal
Opportunity
Employer
Major Equipment List
2
2
t2
Oty Description
Track Dozers
Cat or JD 650D, G TCLT
Cat or JD 550G, LGP
Cat D-6D, G, G LGP, H, H LGP, R or
JD65O
Cat D-7H, R
Cat D-8H, K, N, R
Cat D-9H, N, R
Cat D-10N, R
Rubber Tire Dozers
3 Cat 8248,C
Scrapers
10 Cat CS563
2 Cat825C Compactor
Rubber Tire/Track Loaders
7 Cat IT-28,930G
1 JD 6448
3 Trojan 1500, 1700
4 Cat 950G
I Cat966F
3 Cat 980C, F, F, II, G
Rubber Tire Loader/Backhoes
12 Case 580C, E, Super E, Super K, L, SE
o Track Excavators
2
l4
4
7
2
5
14
4
1 Komatsu PC 78
2 Komatsu PC 128US-2
3 Komatsu PC160LC
5 Komatsu PC 200LC-6,7
4 Komatsu PC228LC-3, USLC-3, US-2
5 Komatsu PC300LC-6,7
3 Cat 320CL
6 KomatsuPC400LC-5,6,7
2 Cat245, B, B Mass Excavator
3 Komatsu PC600LC-7
2 Komatsu PC750LC-6
1 Komatsu PC1000LC-1A
1 Komatsu PCI l00LC-6
Water Wagons
2 Cat 631B, C
Motor Graders
1 Cat 120G
2 Cat 130G
7 Cat 140G, H
7 Cat 14G, H
3 Cat 16G Offroad Truck Tractors
Roller/Compactors 6 Mack CL7l3
2 Mack CL713 Tri-Driv
P.0. Box 68697 ' Seattle, Washington 98168-0697 . Tel: (253) 872-7L73 . Fax: (253) 395-L209AKLic. #347L4' AZLig#ROC2492L6 . CALic.#179354. IDLic.#10394-Unlimited-1-2
MT Lic. #L46627 ' ND Lic. #44607 . OR Lic. #96884 . UT Lic. #7646917-5551 . WA Lic. #SCARSBI183B8
SCARSELLA
BR0S., tNC.
E 1945
R
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 certifies that, within the three-year period immediately preceding
the bid solicitation date June 30, 2020, the bidder has not been disqualified from
bidding on any public works contract under RCW 39.06.010 or 39.12.065(3).
Scarsella Bros.
Bidder's
Signa of rized Official*
Bob Scarsella
Printed Name
Vice President
Title
June 30 2020 Seattle Washinston
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
autharity to sign). If a co-partnership, proposal must be executed by a partner.
S. 192'd St Sanitary Sewer Repair/Howlett
Project Number: 2O-3O07
22 June 15, 2020
BIDDER RESPONSIBILITY CRITERIA
Certification of Compliance with Wage Payment Statutes
This certification is required by state law (RCW 39.04.350(2)) to be submitted to
the City before the contract can be awarded.
The bidder hereby certifies that, within the three-year period immediately preceding
the bid solicitation date June 30, 2020, the bidder is not a "willful" violator, as defined
in RCW 49.48,082, 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
Department 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.
Scarsella Bros., Inc.
Bidder's B
Sign of Autho zed Official*
Bob Scarsella
Printed Name
Vice President
Title
June 30 2020 Seattle Washington
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, propasal must be executed by a partner.
S. 192'd St Sanitary Sewer Repair/Howlett
Project Number: 2O-3OO7
23 June 15, 2020
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 forty (4O)
working days after issuance of the City's Notice to Proceed.
The undersigned bidder hereby agrees to submit all insurance documents,
performance 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 _, _, _r 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; June 30,2020 Scarsella Bros.
NAME
sig re of Authorized Represe tive
Bob ScarsellaNice President
(Print Name and Title)
P.O. Box 68691
Address
Seattle, WA 98168
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 2O-30O7
24 June 15, 2020
BID BOND FORM
KNOW ALL MEN BY THESE PRESENTS:
That we, Scarsella Bros. lnc. , as principal,
and Liberty Mutual lnsurance Company , as Suretyt are held and firmly
bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent 5o/o of Bid Amount
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 S, 192nd Sanitary Sewer Repair/Project Number: 2O-
3007
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
peformance 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 30th DAY OF June
AL
Mutu ran v
Cynthia L. Jay, Attorn
2A
Received return of deposit in the sum of g
P
L
SU
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 20-3007
25 June 15,2020
w Liberty
Mutudl.
This Power of Attorney limits the acts of those named herein, and they havo no authority to
bind the Company except in the manner and to the extent herein stated.
Liberty Mutual lnsurance Company
The Ohio Casualty lnsurance Company
West American lnsurance Company
POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty lnsurance Company is a corporation duly organized under the laws of the State of New Hampshire, that
Holli
Certificate No: 82031 81 -023049
SURETY
Heather L. Allen: James B. Binder: Arnelia G.Brandon K.Jacob'I Diane M.Brent E. Fleilesen
A
Zirnnremran
crty m0fe 0ne true
execute, seal,on act any and all undertakings, bonds, remgnizances and othersurety obligations, in pursuance
of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secreiary of the Companies in their own proper
pers0ns.
lN WITNESS WHEREOF, this Power of Attonrey has been subscribed by an authorized officer or o{ficial of the Companies and lhe corporate seals of the Companies have been affixed
thereto this 25th day of Februaly 2020
Liberty Mutual lnsurance Company
The Ohio Casualty lnsurance Company
West lnsurance Company
By:
State of PENNSYLVANIA
County of MONTGOMERY
David M. Carey, Assistant Secrelary
On this 25th day of February 2020 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual
Cornpany, The Ohio Casualty Company, and West Anrerican lnsurance Company, and that he, as such, being authorized so to do, execute the foregoing instrumenl for the
contained by signing on behalf of the corporations by himself as a duly authorized ofiicer
lN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written.
ss
purposes
/-fr//-Byr
Menrbct Pennsylvania Associalion
Power of Attorney is made and executed pur$uant lo and by authority of the following By-laws and Authorrzations of The Ohio Casualty lnsurance Company, Liberty Mutual
lnsurance Company, and West American lnsurance Company which resolutions are now in full force and effect reading as follows:
ARTICLE lV-OFFICERS: Section 12. Powerof Attorney.
Any oflicer or other oflicial of the Corporation authorrzed for that purpose in wrriing by the Chairman or the President, and subject to such limitation as the Chairman or the
have full power to bind the Corporation by thelr signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such
provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority.
ARTICLE Xlll - Execution of Contracts: Section 5. Surety Bonds and Undertakings.
shall appoint such attomeys-in-fact. as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings,
Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if
signed by the president and attested by the secretary.
obligations.
Company, wherever appearing upon a certified copy o{ any power ol attorney issued by the Company in connection with surety bonds, shall be valid and binding upon lhe Company wrth
the same force and effect as though manually affixed.
has not been revoked.
lN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this lOth day of 2020
$
o
(t):]
$
o
=p
U)og
Lo
E 0)
(o!
1912 1919 1991 aao
'a
-o
o
(Eo
Fa
LU
oc(!
E(o
q)
=oo-O(>th
o (o
I
Notarial Seal
Teresa Pastella, Nolary Public
Uppor M€rion Twp., Monlgomery County
lvy Commissioo Expires March 28,2021
1512 1919 1991
\NS
*
LMS-12873 LMIC OCIC WAIC Multi Co 12l19
By:
.Inne
nt
CITY OF KENT
COMBINED DECLARATION FORM:
NON-COLLUSTON, MTNTMUM WAGE
NON.COLLUSION DECLARATION
I, by signing the proposal, hereby declare, under penalty of perjury under the
laws of the United States that the following statements are true and correct:
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 performance 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 certificate, know the contents thereof and the substance as set forth therein is
true to my knowledge and belief,
S. 192"'r Sanitary Sewer Repair
Project Numben 2O-3OO7
1
NAME OF PROJECT
Scarsella Bros Inc
NAM
SIGNATURE O THORIZ REPRESENTATIVE OF BIDDER
S. 192"d St Sanitary Sewer Repair/Howlett
Project Number: 2O-3O07
26 June 15, 2020
This chanqe order form is for example purposes onlv. Bv submitting a bid, the
bidder agrees to be bound bv the terms of this chanqe order form for anv
chanqe orders.
CHANGE ORDER NO. [Enter # L, 2,3, etc.]
NAME OF CONTRACTOR:llnsert Company Name] ("Contractor")
CONTRACT NAME & PROJECT NUMBER:llnsert Name of Original Contract & Project #. if applicablel
ORIGINAL CONTRACT DATE :llnsert Date Oriqinal Contract was Signedl
This Change Order amends the above-referenced contract; 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 parties, the project contract is modified as follows:
1. Section 1 of the Contract is hereby modified 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 :
[Insert 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 exhibit, but clearly
identify the exhibit by title and datel
2. The contract amount and time for performance 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. applicable WSST)
$
Current Contract Amount
(incl. Previous Change Orders)
$
Current Change Order $
Applicable WSST Tax on this Change
Order
$
Revised Contract Sum $
S. 192"d St Sanitary Sewer Repair/Howlett
Project Number: 2O-30O7
27 June 15, 2020
Original 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 t-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 strict 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
I fc
(titte)
DATE
CITY OF KENT:
By
(signature)
Print Name:Timothv l.Porte. P, E.
Its Public orks Director
(title)
DATE
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 2O-30O7
28 June 15, 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 ......tr
Order of Contents.........
Invitation to Bid
Contractor Compliance Statement,.........
Date
Have/have not participated acknowledgment.........
Signature and address
Declaration - City of Kent Equal Employment Opportunity Policy
Date and signature
Administrative Policy
Proposal
First line of proposal - filled in ..........
Unit prices are correct
Subcontractor List (contracts over $lM - HVAC, Plumbing, & Electrical)............
Subcontractors listed properly
Signature ..,........
Subcontractor List (contracts over $1M - Structural Steel & Rebar Installation)..
Subcontractors listed properly
Date and signature
Contractor's Qualification Statement ..........
Complete and notarized
Statement that Bidder Has Not Been Disqualified ........
Certification of Compliance with Wage Payment Statutes
Proposal Signature Page
All Addenda acknowledged ...........
Date, signature and address
Bid Bond Form
Signature, sealed and dated ...........
Power of Attorney,...,.....
(Amount of bid bond shall equal 5o/o of the total bid amount)
Combined Declaration Form
Signature ...........
Change Order Form (Example)............
Bidder's Checklist
The following forms are to be executed afterthe Contract is awarded:A) CONTRACT
This agreement is to be executed by the successful bidder.
B)PAYMENT AND PERFORMANCE BOND
To be executed by the successful bidder and its surety company.
The following form is to be executed afterthe Contract is completed:A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT
To be executed by the successful bidder AFTER COMPLETION of this contract.
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 20-3007
29 June 15, 2020
't
KËruT
pAYþütrgvY Åfs# ptrffiF$ffiMAruçff mffiäqffi #023214518
Y'$ frgïY-#F KffiMT
KNOW ALL MEN BY THESE PRESENTS
That we, the undersigned, - $-cars-ella Bros' lnc.
as Principal, and , Llb_grty !{g!uqt lnqgrance Çompqny - --_Massachusens
a Corporation organized and existing under the laws of the State of XXXXXXDóX, as a
Surety Corporation, and qualified under the laws of the State of Washington to
become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are
jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of
$ 231,60_1,59_=___*, together with any adjustments, 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 obligatíon 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 5, 192nd Street Sanitary
Sewer RepairlProject Number: 2O-3OO7 (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 thereín provided for in the manner and within the time
set forth:
NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully
pedorm all the provisions of said contract in the manner and within 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.
fru WlTNf;S$ WHtrKËül', tlt* sl:sve h*undc*n pnrtie* lravc ex**:ut"*d thls
instri"¡tnerrt u¡nder their scp;*rate s*als, The name *nc1 r:errpcrat* se*l {ii r"equired i:i'
law) of *nch cnr¡:çrnte party is heretn affixed and drily siç¡n*cl by its und*rsie¡n*el
re¡:re*se nl,alives pursunnt tu authçrity of its çover"ning bady,
5. l.g2"d Íii. 5a¡rit¿rrv Sewer i{i:pæii'¡'l-Ìov'ricil
frroier:t f,Ji¡ nrl;ür; 2li-:ií,iû7
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tt
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í.}RíiT';ì
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Bob Sc ârsêrra
îïîLF; Vice president
åJ¡{ I fü
S-he-IJey- Skaggs
Jodie Harris
flRffçT f'¡i,\l,{f;
7/¡a /toza
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Fr!*cipæ$ i¡"r tlre* within ffiond; thåt P-o-Þ s
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c*R¡]üRÅTr $trÊ,ï"_
Libefiy Mutual lnsurance "ny
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Åi)#fi,tr$5: 1001 Fourth Avenue #3700
9ga_ttle,wA 98154
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Wh* sir,¡nerj the ssid honci *ri be!-lælf *f lhe Princip*i -- .s.c.ar.seIIa Bros.,..rnc,.
*f th* n*ici L,*;rp*r#tielrì; that I krrrJw his s!çnr:ture th*ret* ix 6¡etririne, æn# iå"lert s*:å*
ffiund was du11. s!çneei, sfitrIed, *nd ahtested f*r *nef !n bc;haif ¿:f said t*rp*r,:ti*n [:y
autherrlty s¡f it* E*v*rninç å:*e*y"
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I w Libertv
Mutuá1"
This Power of Attorney limits the acts of those named herein, and they have no authority to
bind the Company except in the manner and to the extent he¡ein stated.
Liberty Mutual lnsurance Company
The Ohio Casualty lnsurance Company
West American lnsurance Company
POWER OF ATTORNEY
Certificate No 8203181 -023049
SURETY
KNOWN ALL PERSONS BY TtiESE PRESENTS: ïhat the Ohio Casualty lnsu¡ance Company is a corporation duly organized under the laws of the State of New Hampshire, that
Z'ir¡rrrerman
allofthecityolT'acorrrastateofg-eachindividuallyiftherebemorethanonenamed,itstrueandlawfulattorney.in.facttomake,
of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and altested by the secrelary of the Companies in theÌr own proper
persons.
lN WITNESS WHEREOF, this Power of Attonrey has been subscribed by an authorized officer or oficial of the Companies and lhe corporate seals of the Companies have been afTixed
thereto this 25th day of _þþ¡ua]y__ , 202û
Liberty Mutual lnsurance Company
The Ohio Casualty lnsurance Company
West American lnsurance Company
By
Staìe of PENNSYLVANIA
CountyofMONTGOMERY
ss
On this 25th day of Fetrn¡ary 2020 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual lnsurance
Company, The Ohio Casualty Company, and West American lnsurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes
therein contained by signing on behalf oT the corporations by himself as a duly authorized oflicer.
lN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsyfvania, on the day and year first above written.
COMMONWEALTH OF PENNSYLVANIA
Notarial Seal
Teresa Pastella, Notâ¡y Public
Upper Mer¡onTwp., Montgomory County
My Commissioo Ëxpires Märch 28,2021
Mcmber Pennsylvan¡aAsstr¡alion ol Notar¡es
This Power of Attorney is made and executed pursuant to and by authority ol the following Bylaws and Authorizations of The Ohio Casualty lnsurance Company, Liberty
lnsurance Company, and West American lnsurance Company which resolutions are now in full force and effect readrng as follows:
ARTICLE lV - OFFICERS: Section 12. Power of Attorney.
Any offcer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chalrman or
President may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as
have full power to bind the Corporation by their signature and execution of any such ¡nstruments and to attach thereto the seal of the Corporation. When so executed, such
¡nstruments shafl be as binding as if signed by the P¡esident and attested to by the Secretary. Any power or authorrty granted to any representalive or attorney-in-fact under
provisions of this artìcle may be revoked at any time by the Board, the Chairman, the President or by the offrcer or of{icers granting such power or authority.
ARTICLE Xlll - Executlon of Contracts: Section 5. Surety Bonds and Undertakings.
shall appoÌnt such attorneys-in{act. as may be necessary to act rn behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings,
Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such ¡nstruments shall be as binding as if
signed by the president and attested by the secretary.
obligations.
the same force and effect as though manually affixed.
has not been revoked.
lN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals ol said Companies this lOth day of
By:lÅ//.
eresa Pastella, Notary Public
19191912 1991
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1512 1919 r991
LMS-12873 LMIC OCIC WAIC Multi Co 12l19
By:
.h1v 2020
CONTRACT
THIS AGREEMENT, is entered into between the clw oF KENT, a washington
municipal corporation ("City"), and Scarsella Bros Inc.
organized u
business at
nder the laws of the State of washington ,
Kcnt - Í¡Iaqh'i nrrl-nn
located and doing
("Contractor").
1
WITN ESS:
In 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 equipmentfor: s. 192nd street sanitary sewer Repair/Project Number: 2o-Boo7 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 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, 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 2020 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 (4o) 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 $231,601.59.
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.
2
3
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 20-3007
32 June 30, 2020
5
4
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 2O-3O07
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,
injuries, 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
injuries 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 competent jurisdiction determine that this contract is subject
to RCW 4.24.115, then, in the event of liability for damages arising out of bodily
injury 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 IMMUNIry 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 City.
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,L22, as
amended. Contractor shall be responsible for compliance with RCW Ch. L9.122,
including utilization of the "one call" locator service before commencing any
excavation activities,
6
7
B
33 June 15, 2020
CITY OF KENT
BY
DANA RALPH, MAYOR
DATE:
ATTEST:
KIMBERLEY A, KOMOTO, CITY CLERK
APPROVED AS TO FORM:
KENT LAW DEPARTMENT
CONTRACTOR
BY:
PRINT
TITLE:
DATE:
ME: Bob Scarsella
Vice President
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 20-3007
34 lune 15, 2020
07/21/2020
EXHIBIT A
INSURANCE REQUIREMENTS FOR
CONSTRUCTION PROJECTS
Insurance
The Contractor shall procure and maintain for the duration of the Agreement,
insurance against claims for injuries 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, Mã¡'¡!n'¡u¡*r¡ Scope q¡f Snss¡s"amee
Contractor shall obtain insurance of the types described below:
1. Commercial General Liabilitv insurance shall be written on ISO
occurrence form CG 00 01 or its equivalent, with minimum limits of
$3,000,000 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
$3,000,000 per occurrence and in the aggregate. Products and Completed
Operations coverage shall be provided for a period of 3 years following
Substantial Completion of the work, The Commercial General Liability
insurance shall be endorsed to provide the Aggregate per Project
Endorsement ISo form cG 25 03 11 85. The city shall be named as an
Additional Insured under the Contactor's Commercial GeneralLiability insurance policy with respect to the work performed for the
City. All endorsements adding Additional Insureds shall be issued onform CG 20 10 11 85 or a form deemed equivalent, providing theAdditional Insureds with all policies and endorsements set forth inthis section.
Automobile Liabilitv insurance covering all owned, non-owned, hired and
leased vehicles. Coverage shall be written on Insurance Services Office
(ISO) form CA 00 01 or a substitute form providing equivalent liability
coverage. If necessary, the policy shall be endorsed to provide contractual
liability coverage.
Workers'Compensation coverage as required by the Industrial Insurance
laws of the State of Washington.
ts. MinImr*¡sìlA*¡or¡x'¡tss$'lnss"¡¡'ance
Contractor shall maintain the following insurance limits:
1, Commercial General Liabilitv insurance shall be written with minimum
limits of $3,000,000 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
$3,000,000 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.
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 20-3007
2
3
35 June 15, 2020
EXHIBIT A (Continued)
2. Autgmoþile LiEbility insurance with a minimum combined single limit for
bodily injury and property damage of 91,000,000 per accident.
C, Stþ*er Xmsulramçe trrcwßsñs¡l,Rs
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 insurañce and
shall not contribute with it.
2. The Contractor's insurance shall be endorsed to state that coverage 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 Insurance. 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.
Ð. eontræctor"s S¡lsq¡rêslcg fqlr St¡.ler X-ssses
The Contractor shall assume full responsibility for all loss or damage from any cause
whatsoever to any tools, Contractor's employee owned tools, macñinery, equipment,
or motor vehicles owned or rented by the Contractor, or the Contractorts agents,
suppliers or contractors as well as to any temporary structures, scaffolding and '
protective fences.
g. Wañwer of $s¡hrogôt¡ort
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 Insurance
Requirements Section of this Contract or other property insurance applicable to the
work. The policies shall provide such waivers by endorsement or otherwise.
S. 192nd St Sanitary Sewer Repair/Howlett
Project Number: 2O-3O07
36 June 15, 2020
EXHIBIT A (Continued)
F. Acceptability of lnsurers
Insurance is to be placed with insurers with a currentA.M. Best rating of not less than
A:VII.
G, \feriflcation 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, evidencing the Automobile Liability and Commercial General
Liability insurance of the Contractor before commencement of the work.
H. Subcontnactors
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.
S. 192nd St San¡tary Sewer Repair/Howlett
Project Number: 20-3007
37 June 15, 2020
Glient#: 'l'11013 SCARBROSl
ACORD,. CERTIFICATE OF LIABILITY INSURANGE
COVERAGES CERTIFICATE NUMBER:REVISION NUMBER:
DATE (MM/DDIYYYY)
7t10t2020
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND GONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTTTUTE A CONTRACT BETWEEN THE tSSUlNc TNSURER(S), AUTHORTZED
REPRESENTATIVE OR PRODUCER, AND THE GERTIFICATE HOLDER.
IMPORTANT: lf the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED 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 conferany rights to the certificate holder in lieu of such endorsement(s).
PRODUCER
Propel lnsurance
Tacoma Gommercial lnsurance
1 201 Pacific Ave, Suite 1000
Tacoma, WA 98402
ffXüÈî"' Sharnel Di Vona
800 499-0933
linsurance.com
866 577-1326
NAIC #
Sharnel.D
INSURE AFFORDING COVERAGE
tNsuRERA: Liberty Mutual Fire lnsurance Company 23035
INSURED
Scarsella Bros. lnc.
PO Box 68697
Seattle, WA 98168-0697
tNsuRER B : Nav¡gators Spec¡alty lnsurance Company 36056
tNsURER c . Axis Surplus lnsurance Company 26620
tNsuRER D . Allied World Assurance Company (US) lnc 19489
INSURER E:
INSURER F :
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 CONDIT¡ONOF ANY CONTRACTOR 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.
TYPE OF INSURANCE ADDL
NSÞ POLICY NUMBER PULIçY EtsF
IMM/DD/YYYY)
POLICY hXP
IMM/DD/YYYYI LIMITS
A X COMMERCIAL GENERAL LIABILITY
CLAI|\ilS-l\4ADE X OCCUR
X BI/PD Ded: $15,000
cG0001 04/13
GEN'L AGGREGATE LIM¡T APPLIES PER:
POLICY
OTHER:
PRO-
JECT LOCX
T9.2291454734100 12020 05t01t2021 EACH OCCURRENCE $ 1.000.000
DAI\¡AGE TO RENTEDPRFMISFS 1Fâ ô.crrrrên.êì $ 1.000.000
l\4ED EXP (Anv one Þerson)s5.000
PERSONAL & ADV INJURY s 1 .000.000
GENERAL AGGREGATE s2,000,000
PRODUCTS - COMPiOP AGG s2,000,000
$
A AUTOMOBILE LIABILITY
ANY AUTO
OWNED
AUTOS ONLY
HIRED
AUTOS ONLY
SCHEDULED
AUTOS
NON-OWNED
AUTOS ONLYXX
X 't0t13
Á.52z:91454734030 1510112020 05101t2021 s1,000,000
BODILY INJURY (Per person)s
BOD¡LY INJURY (Per acc¡dent)$
$
$
B UMBRELLA LIAB
EXCESS LIAB
X OCCUR
CLAIIVS-¡ilADE
sE20EXC749623rC J5t01t2020 051011202'l EACH OCCURRÉNCE $3.000.000
X AGGREGATE $3.000.000
DED nEre¡¡rroru gn/a $
A
WORKERS COMPENSATION
AND EMPLOYERS' LTABTL|TY Y / NANY PROPRIETOR/PARTNEFyEXECUTIVE r--
oFFICER/MF¡,4BER FXC| UDFD? I N I(Mandatory in NH)
lf yes, describe under
DESCRIPTION OF OPERATIONS below
N/A
WA Stop Gap only:
TB2z,9',1454734100 0510'U2020 051011202'l
PERSTATI ITF OTH-
E.L. EACH ACCIDENT s1.000.000
E.L. DISEASE - EA EI\4PLOYEE s1.000.000
E.L. DISEASE. POLICY LIMII s'1.000.000
c
D
Excess Liability
Contr Pollution
P00100012965002
03083387
0510112020
c510112019
0510112021
05t01t2021
$2,000,000 (XS of $3m)
$3,000,000 / $25,000ded
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 10'1, Addit¡onal Remarks Schedule, may be attached ¡f more space is required)
RE: S. 192nd St. Sanitary Sewer Repair.
Additional lnsured Status applies per attached form(s).
Waiver of Subrogation applies per attached form(s).
ACORD 25 (2016t03) 1 of 1
#s42032491M412128s
TION
O 1988-2015 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of AGORD
KTROO
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
City of Kent
400 West Gowe
Kent, WA 98032
,f"¡*;" Ê1. Y[-"-" *d^-fu--
AUTHORIZED REPRESENTATIVE
This page has been left blank intentionally.
Policy Numb er AS2-ZS1 -4547 34-030
lssued by Liberty Mutual Fire lnsurance Co.
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
WASHINGTON AUTO ENHANCEMENT ENDORSEMENT
t.
il.
ilr.
tv.
V.
vt.
vll.
vilt.
tx.
X,
xt.
xil.
xilt.
XIV.
XV.
XVI.
XVII.
XVIII
XIX.
XX.
XXI.
XXII.
XXIII
Newly Acquired or Formed Organizations
Employees as lnsureds
Lessor - Additional lnsured and Loss Payee
Supplementary Payments - lncreased Limits
Fellow Employee Coverage
Personal Property of Others
Additional Transportation Expense and Cost to Recover Stolen Auto
Airbag Coverage
Tapes, Records and Discs Coverage
Physical Damage Deductible - Single Deductible
Physical Damage Deductible - Glass
Physical Damage Deductible - Vehicle Tracking System
Duties in Event of Accident, Claim, Suit or Loss
Unintentional Failure to Disclose Hazards
Worldwide Liability Coverage - Hired and Nonowned Autos
Hired Auto Physical Damage
Auto Medical Payments Coverage lncreased Limits
Drive Other Car Coverage - Broadened Coverage for Designated lndividuals
Rental Reimbursement Coverage
Notice of Cancellation or Nonrenewal
Loan/Lease P ayoff Coverage
Limited Mexico Coverage
Waiver of Subrogation
I. NEWLYACQUIRED OR FORMED ORGANIZATIONS
Throughout this policy, the words "you" and "your" also refer to any organization you newly acquire or form,
other than a partnership or joint venture, and over which you maintain ownership of more than 50 percent
interest, provided:
A. There is no similar insurance available to that organization;
B. Unless you notify us to add coverage to your policy, the coverage under this provision is afforded only
until:
1. The 90th day after you acquire or form the organization; or
2. The end of the policy period,
whichever is earlier; and
G. The coverage does not apply to an "accident" which occurred before you acquired or formed the
organization.
@2017 Liberty Mutual lnsurance
lncludes copyrighted material of lnsurance Services Office, lnc., with its permission.
Á¡C84941117 Page 1 of '10
II. EMPLOYEES AS INSUREDS
Parasraph 4.1. Who ls An lnsured of SEGTION ll - COVERED AUTOS LIABILITY GOVERAGE ¡s
amended to add the following:
Your "employee" is an "insured" while using with your permission a covered "auto" you do not own, hire or
borrow in your business or your personal affairs.
III. LESSOR.ADDITIONAL INSURED AND LOSS PAYEE
A. Any "leased auto" will be considered an "auto" you own and not an "auto" you hire or borrow. The
coverages provided under this section apply to any "leased auto" until the expiration date of this policy or
until the lessor or his or her agent takes possession of the "leased auto" whichever occurs first.
B. For any "leased auto" that is a covered "auto" under SEGTION ll - COVERED AUTOS LIABILITY
COVERAGE, Paragraph 4.1. Who ls An lnsured provision is changed to include as an "insured" the
lessor of the "leased auto". However, the lessor is an "insured" only for "bodily injury" or "property
damage" resulting from the acts or omissions by:
1. You
2. Any of your "employees" or agents; or
3. Any person, except the lessor or any "employee" or agent of the lessor, operating a "leased auto"
with the permission of any of the above.
C. Loss Payee Glause
1. We will pay, as interests may appear, you and the lessor of the "leased auto" for "loss" to the covered
"leased auto".
2. The insurance covers the interest of the lessor of the "leased auto" unless the "loss" results from
fraudulent acts or omissions on your part.
3, lf we make any payment to the lessor of a "leased auto", we will obtain his or her rights against any
other party.
D. Cancellation
1. lf we cancel the policy, we will mail notice to the lessor in accordance with the Cancellation Common
Policy Condition.
2. lf you cancel the policy, we will mail notice to the lessor.
3. Cancellation ends this agreement.
E. The lessor is not liable for payment of your premiums.
F. For purposes of this endorsement, the following definitions apply
"Leased auto" means an "auto" which you lease for a period of six months or longer for use in your
business, including any "temporary substitute" of such "leased auto".
"Temporary substitute" means an "auto" that is furnished as a substitute for a covered "auto" when the
covered "auto" is out of service because of its breakdown, repair, servicing, "loss" or destruction.
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AC 8494 11 17 Page 2 of 10
IV. SUPPLEMENTARY PAYMENTS . INCREASED LIMITS
Subparagraphs A.2.a.(2) and A.2.a.(4) of SECTION ll - COVERED AUTOS LIABILITY COVERAGE are
deleted and replaced by the following:
(2) Up to $3,000 for cost of bail bonds (including bonds for related trafflc law violations) required because of
an "accident" we cover. We do not have to furnish these bonds.
(4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to
$500 a day because of time off from work.
V. FELLOWEMPLOYEECOVERAGE
A. Exclusion 8.5. of SECTION ll - COVERED AUTOS LIAB¡LITY COVERAGE does not apply.
B. For the purpose of Fellow Employee Coverage only, Paragraph 8.5. of SECTION lV - BUSINESS AUTO
CONDITIONS is changed as follows:
This Fellow Employee Coverage is excess over any other collectible insurance.
VI. PERSONAL PROPERTY OF OTHERS
Exclusion 6. in SEGTION ll - COVERED AUTOS LIABILITY COVERAGE for a covered "auto" is amended to
add the following:
This exclusion does not apply to "property damage" or "covered pollution cost or expense" involving "personal
property" of your "employees" or others while such property is carried by the covered "auto". The Limit of
lnsurance for this coverage is $5,000 per "accident". Payment under this coverage does not increase the
Limit of lnsurance.
For the purpose of this section of this endorsement, "personal property" is defined as any property that is not
used in the individual's trade or business or held for the production or collection of income.
VII. ADDITIONAL TRANSPORTATION EXPENSE AND COST TO RECOVER STOLEN AUTO
A. Paragraph 4.4.a. of SEGTION lll- PHYSICAL DAMAGE COVERAGE is amended as follows:
The amount we will pay is increased to $50 per day and to a maximum limit of $1,000.
B. Paragraph 4.4.a. of SECTION lll - PHYSICAL DAMAGE COVERAGE is amended to add the following
lf your business is shown in the Declarations as something other than an auto dealership, we will also
pay up to $1,000 for reasonable and necessary costs incurred by you to return a stolen covered "auto"
from the place where it is recovered to its usual garaging location.
VIII, A¡RBAG COVERAGE
Exclusion 8.3.a. in SECTION lll - PHYSICAL DAMAGE COVERAGE is amended to add the following:
This exclusion does not apply to the accidental discharge of an airbag.
¡X. TAPES, RECORDS AND DISCS COVERAGE
Exclusion 8.4.a. of SECTION lll - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the
following:
a. Tapes, records, discs or other similar audio, visual or data electronic devices designed for use with audio,
visual or data electronic equipment except when the tapes, records, discs or other similar audio, visual or
data electronic devices:
@ 2017 Libefi Mutual lnsurance
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AC 84 94 11 17 Page 3 of 10
(1) Are your property or that of a family member; and
(2) Are in a covered "auto" at the time of "loss".
The most we will pay for "loss" is $200. No Physical Damage Coverage deductible applies to this
coverage.
X. PHYSICAL DAMAGE DEDUCTIBLE. SINGLE DEDUCTIBLE
Paragraph D. in SECTION lll - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following
D. Deductible
For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen property
will be reduced by the applicable deductible shown in the Declarations. Any Comprehensive Coverage
deductible shown in the Declarations does not apply to "loss" caused by fire or lightning.
When two or more covered "autos" sustain "loss" in the same collision, the total of all the "loss" for all the
involved covered "autos" will be reduced by a single deductible, which will be the largest of all the
deductibles applying to all such covered "autos".
XI. PHYSICAL DAMAGE DEDUCTIBLE _ GLASS
Paragraph D. in SECTION lll - PHYSICAL DAMAGE COVERAGE is amended to add the following:
No deductible applies to "loss" to glass if you elect to patch or repair it rather than replace it.
XII. PHYSICAL DAMAGE DEDUCTIBLE.VEHICLE TRACKING SYSTEM
Paragraph D. in SEGTION lll- PHYSICAL DAMAGE COVERAGE is amended to add:
Any Comprehensive Coverage Deductible shown in the Declarations will be reduced by 50% for any "loss"
caused by theft if the vehicle is equipped with a vehicle tracking device such as a radio tracking device or a
global positioning device and that device was the method of recovery of the vehicle.
XIII. DUTIES IN EVENT OF AGCIDENT, CLAIM, SUIT OR LOSS
Subparagraphs 4.2.a. and 4.2.b. of SEGTION lV- BUSINESS AUTO CONDITIONS are changed to:
a. ln the event of "accident", claim, "suit" or "loss", your insurance manager or any other person you
designate must notifu us as soon as reasonably possible of such "accident", claim, "suít" or "loss". Such
notice must include:
(l) How, when and where the "accident" or "loss" occurred;
(2) The "insured's" name and address; and
(3) To the extent possible, the names and addresses of any injured persons and witnesses.
Knowledge of an "accident", claim, "suit" or "loss" by your agent, servant or "employee" shall not be
considered knowledge by you unless you, your insurance manager or any other person you designate
has received notice of the "accident", claim, "suit" or "loss" from your agent, servant or "employee".
b. Additionally, you and any other involved "insured" must:
(l) Assume no obligation, make no payment or incur no expense without our consent, except at the
"insured's" own cost.
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AC 84 94 ',tl 17 Page 4 of 10
(2) lmmediately send us copies of any request, demand, order, notice, summons or legal paper received
concerning the claim or "suit".
(3) Cooperate with us in the investigation or settlement of the claim or defense against the "suit".
(4) Authorize us to obtain medical records or other pertinent information.
(5) Submit to examination, at our expense, by physicians of our choice, as often as we reasonably
require.
XIV. UNINTENTIONAL FAILURE TO D¡SCLOSE HAZARDS
Paragraph B.2. in SEGTION lV - BUSINESS AUTO CONDITIONS is amended to add the following:
Any unintentional failure to disclose all exposures or hazards existing as of the effective date of the Business
Auto Coverage Form or at any time during the policy period will not invalidate or adversely affect the
coverage for such exposure or hazard. However, you must report the undisclosed exposure or hazard to us
as soon as reasonably possible after its discovery.
XV. WORLDWIDE LIABILITY COVERAGE. HIRED AND NONOWNED AUTOS
Condition 8.7. in SECTION lV - BUSINESS AUTO COND¡TIONS is amended to add the following:
For "accidents" resulting from the use or operation of covered "autos" you do not own, the coverage territory
means all parts of the world subject to the following provisions:
a. lf claim is made or "suit" is brought against an "insured" outside of the United States of America, its
territories and possessions, Puerto Rico and Canada, we shall have the right, but not the duty to
investigate, negotiate, and settle or defend such claim or "suit".
lf we do not exercise that right, the "insured" shall have the duty to investigate, negotiate, and settle or
defend the claim or "suit" and we will reimburse the "insured" for the expenses reasonably incurred in
connection with the investigation, settlement or defense. Reimbursement will be paid in the currency of
the United States of America at the rate of exchange prevailing on the date of reimbursement.
The "insured" shall provide us with such information we shall reasonably request regarding such claim or
"suit" and its investigation, negotiation, and settlement or defense.
The "insured" shall not agree to any settlement of the claim or "suit" without our consent. We shall not
unreasonably withhold consent.
b. We are not licensed to write insurance outside of the United States of America, its territories or
possessions, Puerto Rico and Canada.
We will not furnish certificates of insurance or other evidence of insurance you may need for the purpose
of complying with the laws of other countries relating to auto insurance.
Failure to comply with the auto insurance laws of other countries may result in fines or penalties. This
insurance does not apply to such fines or penalties.
XVI. HIRED AUTO PHYSICAL DAMAGE
lf no deductibles are shown in the Declarations for Physical Damage Coverage for Hired or Borrowed Autos,
the following will apply:
A. We will pay for "loss" under Comprehensive and Collision coverages to a covered "auto" of the private
passenger type hired without an operator for use in your business
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AC 8494 11 17 Page 5 of l0
1. The most we will pay for coverage afforded by this endorsement is the lesser of:
a. The actual cost to repair or replace such covered "auto" with other property of like kind and
quality;or
b. The actual cash value of such covered "auto" at the time of the "loss"
2. An adjustment for depreciation and physical condition will be made in determining actual cash value
in the event of a total "loss".
3. We may deduct for betterment for parts normally subject to repair and replacement during the useful
life of the "auto". ln this event, deductions shall be limited to the lesser of:
a. An amount equal to the proportion that the expired life of the part to be repaired or replaced
bears to the normal useful life of that part; or
b. The amount which the resale value of the "auto" is increased from the repair or replacement.
B. For each covered "auto", our obligation to pay for, repair, return or replace the covered "auto" will be
reduced by any deductible shown in the Declarations that applies to private passenger "autos" that you
own. lf no applicable deductible is shown in the Declarations, the deductible will be $250.
lf the Declarations show other deductibles for Physical Damage Coverages for Hired or Borrowed Autos,
this Section XVI of this endorsement does not apply.
G. Paragraph A.4.b. of SEGTION lll - PHYSICAL DAMAGE COVERAGE is replaced by the following:
b. Loss of Use Expenses
For Hired Auto Physical Damage provided by this endorsement, we will pay expenses for which an
"insured" becomes legally responsible to pay for loss of use of a private passenger vehicle rented or
hired without a driver, under a written rental contract or agreement. We will pay for loss of use
expenses caused by:
(1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for
any covered "auto";
(2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss
Coverage is provided for any covered "auto"; or
(3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered
"auto".
However, the most we will pay under this coverage is $30 per day, subject to a maximum of $900
XVII. AUTO MEDICAL PAYMENTS COVERAGE.INCREASED LIMITS
For any covered "loss", the Limit of lnsurance for Auto Medical Payments will be double the limit shown in the
Declarations if the "insured" was wearing a seat belt at the time of the "accident". This is the maximum
amount we will pay for all covered medical expenses, regardless of the number of covered "autos",
"insureds", premiums paid, claims made, or vehicles involved in the "accident".
lf no limit of insurance for Auto Medical Payments is shown on the Declarations, this paragraph Section XVll
of this endorsement does not apply.
XVIII. DRIVE OTHER CAR COVERAGE. BROADENED COVERAGE FOR DESIGNATED INDIVIDUALS
A. This endorsement amends only those coverages indicated with an "X" in the Drive Other Car section of
the Schedule to this endorsement.
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AC 84 94 11 17 Page 6 of 10
B. SECTION ll - COVERED AUTOS LIABILITY COVERAGE is amended as follows:
1. Any "auto" you don't own, hire or borrow is a covered "auto" for Liability Coverage while being
used by any individual named in the Drive Other Car section of the Schedule to this endorsement
or by his or her spouse while a resident of the same household except:
a. Any "auto" owned by that individual or by any member of his or her household; or
b. Any "auto" used by that individual or his or her spouse while working in a business of selling,
servicing, repairing or parking "autos".
2. The following is added to Who ls An lnsured
Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or
her spouse, while a resident of the same household, are "insureds" while using any covered "auto"
described in Paragraph 8.1 . of this endorsement.
G. Auto Medical Payments, Uninsured Motorist, and Underinsured Motorist Coverages are amended as
follows:
The following is added to Who ls An lnsured:
Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her
"family members" are "insured" while "occupying" or while a pedestrian when struck by any "auto" you
don't own except:
Any "auto" owned by that individual or by any "family member".
D. SECTION lll - PHYSICAL DAMAGE COVERAGE is changed as follows
Any private passenger type "auto" you don't own, hire or borrow is a covered "auto" while in the care,
custody or control of any individual named in the Drive Other Car section of the Schedule to this
endorsement or his or her spouse while a resident of the same household except:
1. Any "auto" owned by that individual or by any member of his or her household; or
2. Any "auto" used by that individual or his or her spouse while working in a business of selling,
servicing, repairing or parking "autos".
E. For purposes of this endorsement, SECTION V - DEFINITIONS is amended to add the following:
"Family member" means a person related to the individual named in the Drive Other Car section of the
Schedule to this endorsement by blood, marriage or adoption who is a resident of the individual's
household, including a ward or foster child.
XIX. RENTAL REIMBURSEMENT COVERAGE
A. For any owned covered "auto" for which Collision and Comprehensive Coverages are provided, we will
pay for rental reimbursement expenses incurred by you for the rental of an "auto" because of a covered
physical damage "loss" to an owned covered "auto". Such payment applies in addition to the othen¡vise
applicable amount of physical damage coverage you have on a covered "auto". No deductibles apply to
this coverage.
B. We will pay only for those expenses incurred during the policy period beginning 24 hours after the "loss"
and ending with the earlier of the return or repair of the covered "auto", or the exhaustion of the coverage
limit.
G. Our payment is limited to the lesser of the following amounts
1. Necessary and actual expenses incurred; or
AC 84 94 11 17 @ 2017 Liberty Mutual lnsurance
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Page 7 of 10
2. $30 per day with a maximum of $900 in any one period.
D. This coverage does not apply:
1. While there are spare or reserve "autos" available to you for your operations; or
2. lf coverage is provided by another endorsement attached to this policy.
E. lf a covered "loss" results from the total theft of a covered "auto" of the private passenger type, we will
pay under this coverage only that amount of your rental reimbursement expenses which is not already
provided for under Paragraph 4.4. Coverage Extensions of SEGTION lll - PHYSICAL DAMAGE
COVERAGE of the Business Auto Coverage Form or Section Vll of this endorsement.
XX.NOTICE OF CANCELLATION OR NONRENEWAL
A. Paragraph A.2. of the GOMMON POLICY CONDITIONS is changed to:
2. We may cancel or non-renew this policy by mailing written notice of cancellation or non-renewal to
the Named lnsured, and to any name(s) and address(es) shown in the Cancellation and Non-renewal
Schedule:
a. For reasons of non-payment, the greater of:
(1) 10 days; or
(2) The number of days specified in any other Cancellation Condition attached to this policy; or
b, For reasons other than non-payment, the greater of:
(l) 60 days;
(2) The number of days shown in the Cancellation and Non-renewal Schedule; or
(3) The number of days specified in any other Cancellation Condition attached to this policy,
prior to the effective date of the cancellation or non-renewal.
B. All other terms of Paragraph A. of the GOMMON POLICY COND¡TIONS, and any amendments thereto,
remain in full force and effect.
XXI. LOAN/LEASE PAYOFF COVERAGE
The following is added to Paragraph G. Limits Of lnsurance of SECTION lll - PHYSICAL DAMAGE
GOVERAGE:
ln the event of a total "loss" to a covered "auto" of the private passenger type shown in the schedule or
declarations for which Collision and Comprehensive Coverage apply, we will pay any unpaid amount due on
the lease or loan for that covered "auto", less:
1. The amount paid under the PHYSICAL DAMAGE COVERAGE SECTION of the policy; and
2. Any:
a. Overdue lease/loan payments at the time of the "loss";
b. Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high
mileage;
c. Security deposits not returned by the lessor;
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AC 84 S4 11 17 Page I of 10
d. Costs for extended warranties, Credit Life lnsurance, Health, Accident or Disability lnsurance
purchased with the loan or lease; and
e. Carry-over balances from previous loans or leases.
This coverage is limited to a maximum of $1 ,500 for each covered "auto".
XXII. LIMITED MEXIGO COVERAGE
A. Goverage
1. Paragraph 8.7. of SECTION IV - BUSINESS AUTO CONDITIONS is amended by the addition of the
following:
The coverage territory is extended to include Mexico but only if all of the following criteria are met:
a. The "accidents" or "loss" occurs withín 25 miles of the United States border; and
b. While on a trip into Mexico for 10 days or less.
2.For coverage provided by this section of the endorsement, Paragraph 8.5. Other lnsurance in
SECTION IV - BUSINESS AUTO CONDITIONS is replaced by the following:
The insurance provided by this endorsement will be excess over any other collectible insurance
B. Physical Damage Coverage is amended by the addition of the following:
lf a "loss" to a covered "auto" occurs in Mexico, we will pay for such "loss" in the United States. lf the
covered "auto" must be repaired in Mexico in order to be driven, we will not pay more than the actual
cash value of such "loss" at the nearest United States point where the repairs can be made.
C. Additional Exclusions
The following additional exclusions are added:
This insurance does not apply:
1. lf the covered "auto" is not principally garaged and principally used in the United States
2. To any "insured" who is not a resident of the United States.
XXIII, WA¡VER OF SUBROGATION
Paragraph 4.5. in SECTION lV - BUSINESS AUTO CONDITIONS does not apply to any person or
organization where the Named lnsured has agreed, by written contract executed prior to the date of
"accident", to waive rights of recovery against such person or organization.
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WARNING
AUTO ACCIDENTS IN MEXICO ARE SUBJECT TO THE LAWS OF MEXICO ONLY . NOT THE LAWS OF THE
UNITED STATES OF AMERICA. THE REPUBLIC OF MEXICO CONSIDERS ANY AUTO ACCIDENT A
CRIMINAL OFFENSE AS WELL AS A CIVIL MATTER.
IN SOME CASES THE COVERAGE PROVIDED UNDER THIS ENDORSEMENT MAY NOT BE RECOGNIZED
BY THE MEXICAN AUTHORITIES AND WE MAY NOT BE ALLOWED TO IMPLEMENT THIS COVERAGE AT
ALL IN MEXICO. YOU SHOULD CONSIDER PURCHASING AUTO COVERAGE FROM A LICENSED
MEXICAN INSURANCE COMPANY BEFORE DRIVING INTO MEXICO.
THIS ENDORSEMENT DOES NOT APPLY TO ACCIDENTS OR LOSSES WHICH OCCUR BEYOND 25 MILES
FROM THE BOUNDARY OF THE UNITED STATES OF AMERICA.
AC 84 94 11 17 Page 9 of 10
Premium
Liability lncluded
Physical Damage lncluded
Total Premium lncluded
XVll. Drive Other Car
Name of lndividual
Not Applicable
XX. Notice of Gancellation or Nonrenewal
Name and Address
Schedule
LIAB MP UM UIM COMP COLL
Number of Days
30
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AC 84 94 11 17 Page 10 of 10
POLICY N U MBER: AS2-291 -4547 34-030 COMMERCIAL AUTO
cA 20 70 10 13
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
COVERAGE FOR CERTAIN OPERATIONS
IN CONNECTION WITH RAILROADS
This endorsement modifies insurance provided under the following:
AUTO DEALERS COVERAGE FORM
BUSINESS AUTO COVERAGE FORM
MOTOR CARRIER COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless
modified by the endorsement.
SCHEDULE
Scheduled Railroad Designated Job Site
Where required by written contract Where required by written contract
lnformation required to complete this Schedule, if not shown above, will be shown in the Declarations.
With respect to the use of a covered "auto" in
operations for or affecting a railroad designated in the
Schedule at a Designated Job Site, the two exceptions
contained in the definition of "insured contract" relating
to construction or demolition operations performed
within 50 feet of a railroad do not apply.
cA 20 70 10 13 @ lnsurance Services Office, lnc.,2011 Page 1 of I
Policy Numb et; Asz - zg L - 45 4i 3 4 - 03 o
lssued by: Liberty Mutual Fire Insurance Co
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
DESIGNATED INSURED - NONCONTRIBUTING
This endorsement modifies insurance provided under the following
BUSINESS AUTO COVERAGE FORM
GARAGE COVERAGE FORM
MOTOR CARRIERS COVERAGE FORM
TRUCKERS COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless
modified by this endorsement.
This endorsement identifies person(s) or organization(s) who are "insureds" under the Who ls An lnsured
Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage form.
Schedule
Name of Person(s) or Organ¡zations(s):
Any person or organization whom you agreed in writing as an additional insured,but only for the coverage and minimum limits of insurance required by thewritten agreement, and i+,nq evenL to exceed either the scope of covèrage or thelimits of-insuranðe provided in this policy.
Regarding Designated Contract or Project:
Each person or organization shown in the Schedule of this endorsement is an "insured" for Liability Coverage, but
only to the extent that person or organization qualifies as an "insured" under the Who ls An lnsured Provision
contained in Section ll of the Coverage Form.
The following is added to the Other lnsurance Condition:
lf you have agreed in a written agreement that this policy will be primary and without right of contribution
from any insurance in force for an Additional lnsured for liability arising out of your operations, and the
agreement was executed prior to the "bodily injury" or "property damage", then this insurance will be
primary and we will not seek contribution from such insurance.
@ 2010, Liberty Mutual Group of Companies. All rights reserved.
lncludes copyrighted material of lnsurance Services Office, lnc.,
with its permission.
AC 84 23 08 11 Page 1 of 1
POLICY N U MBER: AS2-291 -454734-030 COMMERCIAL AUTO
cA 20 48 10 t3
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
DESIGNATED INSURED FOR
COVERED AUTOS LIABILITY COVERAGE
This endorsement modifies insurance provided under the following:
AUTO DEALERS COVERAGE FORM
BUSINESS AUTO COVERAGE FORM
MOTOR CARRIER COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless
modified by the endorsement.
This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage
under the Who ls An lnsured provision of the Coverage Form. This endorsement does not alter coverage
provided in the Coverage Form.
SCHEDULE
Name Of Person(s) Or Organization(s):
Any person or organization whom you have agreed in writing to add as an additional insured, but only to
coverage and minimum limits of insurance required by the written agreement, and in no event to exceed either
the scope of coverage or the limits of insurance provided in this policy.
lnformation required to complete this Schedule, if not shown above, will be shown in the Declarations.
Each person or organization shown in the Schedule is
an "insured" for Covered Autos LiabilityCoverage, but
only to the extent that person or organization qualifies
as an "insured" under the Who ls An lnsured provision
contained in Paragraph 4.1. of Section II - Covered
Autos Liability Coverage in the Business Auto and
Motor Carrier Coverage Forms and Paragraph D.2. of
Section | - Covered Autos Coverages of the Auto
Dealers Coverage Form.
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This page has been left blank intentionally
Policy Number fB2-291 -454734-1 00
lssued by Liberty Mutual Fire lnsurance Co.
This endorsement modifies insurance provided underthe following:
COMMERCIAL GENERAL LIABLMYCOVERAGE PART
lndex of modified items
Reasonable Force
Non-Owned Watercraft Extension
Damage To Premises Rented To You - Expanded Coverage
Bodily lnjury To Co-Employees
Health Care Professionals As lnsureds
Knowledge Of Occurrence Or Offense
Notice Of Occurrence Or Offense
Unintentional Failure To Disclose
Bodily lnjury Redefined
Supplementary Payments - lncreased Limits
Property ln Your Care, Custody Or Control
Mobile Equipment Redefined
Newly Formed Or Acquired Entities
Waiver Of Right Of Recovery By Written Contract OrAgreement
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
COMMERCIAL GENERAL LIABILITY ENHANCEMENT FOR CONTRACTORS
Item 1.
Item 2.
Item 3.
Item 4.
Item 5.
Item 6.
Item 7.
Item 8.
Item 9.
Item 10.
Item 11.
Item 12.
Item 13.
Item 14.
Item 1. Reasonable Force
Exclusion a. of Section I - Coverage A - Bodily Injury And Propert¡r Damage Liability is replaced by tlre
following:
a. Expected Or lntended Injury
"Bodily injut'' or "propert¡l damage" expected or intended from the standpoint of the insured. This exclusion
does not apply to "bodily injury/' or "property damage" resulting from the use of reasonable force to protect
persons or properly.
Item 2. Non-Owned Watercraft Extension
Paragraph (2) of Exclusion g. of Section I - Coverage A - Bodily lnjury And Propert¡r Damage Liabilit¡r is
replaced bythe following:
(2) A watercraft you do not own that is:
(a) Less than 55 feet long; and
(b) Not beirg used to carryr persons or propertyfor a charge;
Item 3. Damage To Premises Rented To You - Expanded Coverage
A. The final paragraph of 2. Exclusions of Section | - Coverage A - Bodily Injury And Property Damage
Liability is replaced bythe following:
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LC 04 43 11 18 Page 1 of 5
Exclusions c. through n. do not apply to damage byfire, lightning or explosion or subsequent damages resulting
from such fire, liglrtning or explosion including water damage to premises while rented to you or temporarily
occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as
described in Section lll - Limits Of lnsurance.
B. Paragraph 6. of Section lll - Limits Of lnsurance is replaced bythe following:
6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay
under Coverage Afordamages because of "property damage" toanyone premises, while rented toyou, or
in the case of damage by fire, lightning, explosion or subsequent damages resulting from swh fire, lightning
or oplosion including water damage to premises while rented to you or temporarily occupied by you with
permission of the owner.
The Damage To Premises Rented To You Limit is the greater of:
a. $300,000; or
b. The Damage To Premises Rented To You Limit shown on the Declarations
C. Paragraph 9.a. of the definition of "insured contract" in Section V - Definitions is replaced by the following:
a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that
indemnifies any person or organization for damage by fire, lightning, explosion or subsequent damages
resulting from such fire, lightning or explosion including water damage to premises while rented to )ou or
temporarily occupied byyou with permission of the or¡¡rer is not an "insured contract";
D. The paragraph immediately following Paragraph (6) of Exclusion j. of Section I - Coverage A- Bodily Injury
And Propert¡r Damage Liability is replaced bythe following:
Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire,
lightning or e4rlosion or subsequent damages resulting from such fire, lightning or explosion including water
damage) to premises, irrcluding the contents of such premises, rented to you for a period of seven or fewer
consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in
Section lll - Limits of lnsurance
Item 4. Bodily lnjury To Co-Employees
A. Paragraph 2. of Section ll - Who ls An lnsured is amended to include:
Each of the following is also an insured:
Your "employees" (other than either your "executive officers" (if you are an organization other than a
partnership, joint venture or limited liability company) or )'our managers (if you are a limited liability company))
or "volunteer workers" are insureds while in the course of their employment or while performing duties related to
the conduct of your business wíth respect to "bodily injury'':
(1) Toyou;
(2) To your partners or members (if you are a partnership or joint venture);
(3) To your members (if you are a limited liabilitycompany); or
(4) To a co-"employee" or "volunteer worke/' while that co-"employee" or "volunteer worke/' is either in the
course of his or her employment by )ou or while performing duties related to the conduct of your business
(including participation in any recreational activities sponsored byyou).
Paragraph 2.a.(1Xa) of Section ll- Who ls An lnsured does not apply to "bodily injur¡/' for which insurarrce is
provided by this paragraph.
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B. The insurance provided by this ltem 4. for "bodily injut'' to a colemployee" or "volunteer workef' will not apply
if the injured co-"employee's" or "volunteer worke/s" sole remedy for such injury is provided under a workers'
compensation law or any similar law.
C. Other lnsurance
The insurance provided by this ltem 4. is excess over any other valid and collectible ínsurarrce available to the
insured, whether primary, excess, contingent or on any other basis.
Item 5. Health Care Professionals As lnsureds
A. Paragraph 2.a.(1Xd) of Section ll - Who ls An lnsured is replaced by the following:
(d) Arising out of his or her providing or frilure to provide professional health care services. However, any
"employee" or "volunteer worke/' of the Named lnsured who is acting as a Good Samaritan in response to
a public or medical emergency or who is a "designated health care provide/' is an insured with respect to
"bodily injuS' and "personal and advertising injur¡/' that:
(¡) Arises out of the providittg of or lailure to provide professional health care services; and
(ii) Occurs in the course of and within the scope of such "employee's" or "volunteer worke/s" employrnent
bythe Named lnsured.
B. With respect to "employees" and "volunteer workers" providing professional health care services, the following
exclusions are added to Paragraph 2. Exclusions of Section I - Coverage A - Bodily lnjury And Propert¡r
Damage Liability and Paragraph 2. Exclusions of Section I - Coverage B - Personal And Advertising
lnjury Liability:
This insurar¡ce does rnt applyto:
(1) Liabilityassumed underan "insured contract'oranyothercontractoragreement;
(2) LiabiliV arising out of the providing of professional health care services in violation of law;
(3) LiabiliV arising out of the providing of any professional health care services while in any degree under the
influence of intoxicants or narcotics;
(a) Liability arising oü of any dishonest, ftaudulent, malicious or krnwingly vwongful act or failure to act; or
(5) Punitive or exemplary damages, fines or penalties.
C. The following definition is added to Section V - Definitions:
"Designated health care provide/' means any "employee" or "volunteer worke/' of the Named Insured whose
duties include providittg professional health care services, including but not limited to doctors, nurses,
emergency medicaltechnicians or designated first aid personnel.
D. Other lnsurance
The insurance provided by this ltem 5. is excess over any other ralid and collectible insurance ar¡ailable to the
ínsured, whether primary, excess, contingent or on any other basis.
Item 6. Knowledge Of Occurrence Or Offense
Knowledge of an "occunence" or offense by your agent, senant or "employee" will not in itself constitute knowledge
by you unless your "execúive office/' or "employee" designated by you to noti! us of an "occurrence" or offense
has knowledge ofthe "occuffence" oroffense.
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Item 7. Notice Of Occurrence Or Offense
For purposes of Paragraph 2.a. of Section lV - Commercial General Liability Conditions, you refers to your
"execúive office/' or "employee" thatyou have designated to give us notíce.
Item 8. Unintentional Failure To Disclose
Unintentional fuilure of the Named lnsured to disclose all hazards eisting at the inception of this Policy shall not be
a basis for denial of any coverage afforded by this Policy. However, you must report such an eror or omission to us
as soon as practicable after its discovery.
This provision does not affect our right to collect additional premium or exercise our rigl'rt of cancellation or
nonrenewal.
Item 9. Bodily lnjury Redefined
The definition of "bodily inju$' in Section V - Definitions is replaced bythe following:
" Bodi ly injur¡/' means:
a. Bodily injury, sickness or disease sustained by a person, including death resulting from any of these at any time;
and
b. Mental anguish, shock or humiliatjon arising out of ínjury as defined in Paragraph a. above. Mental anguish
means any tlpe of mental or emotional illness or distress.
Item 10. Supplementary Payments - lncreased Limits
Paragraphs 1.b. and 1.d. of Section I - Supplementary Payments - Coverages A And B are replaced by ttre
following:
b. Up to $3,000 for the cost of bail bonds required because of accidents or traffic law violations arising out of the
use of any vehicle to which Bodily lnjury Liability Coverage applies. We do not have to fumish these bonds.
d. All reasonable erpenses incuned by the insured at our request to assist in the irvestigation or defense of the
claimor"suit', includingactuallossofeamingsupto$500adaybecauseoftimeoffftomwork.
Item 11. Propert¡l ln Your Care, Custody Or Control
A. Paragraphs (3) and (4) of Exclusion j. of Section I - Coverage A - Bodily lnjury And Properþr Damage
Liability are deleted.
B. Additional Exclusion
Coverage provided by this endorsement does not apply to "property damage" to propefi while in transit.
C. Limits of lnsurance
Subject to Paragraphs 2.,3., and 5. of Section lll- Limits Of lnsurance, the most we will pay for insurance
provided by Paragraph A. above is:
$10,000 Each Occunence Limit
$75,000 Aggregate Limit
The Each Occunence Limit for this coverage applies to all damages as a result of any one "occunence"
regardless of the number of persons or organizations who sustain damage because of that "occunence".
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The Aggregate Limit is the mostwe will payfor the sum of all damages underthis
D. Other lnsurance
Item 11.
This insurance does not apply to arry portion of a loss for which the insured has available any other valid and
collectible insurance, whether primary, excess, contingent, or on any other basis, unless such other insurance
was specificallypurchased bythe insured to applyin excess of this Policy.
Item 12. Mobile Equipment Redefined
The definition of "mobile equipment" in Section V - Definitions is amended to include self-propelled vehicles with
permanently attached equipment less than 1 000 pounds gross vehicle weight that are primarily designed for:
(1) Snow remorah
(2) Road maintenance, but not construction or resurhcing; or
(3) Street cleaning.
Item 13. Newly Formed Or Acquired Entities
A. Paragraph 3. of Section ll - Who ls An lnsuredis replaced bythe following:
3. Any organization you newly acquire or form, other than a partnership or joint venture, and over which you
maintain majority ownership ormajority interest, will qmli! asa Named lnsured if there isno other similar
insurance awilable to that organization. However:
a. Coverage under this provision is afforded only until:
(1) The 180th dayafteryou acquire orform the organization;
(2) Separate coverage is purchased for the organization; or
(3) The end of the polícy period
whichever is earlier;
b. Section l- Coverage A - Bodily Injury And Property Damage Liability does not apply to "bodily
injury/' or "properly damage" that occuned before y'ou acquired or formed the organization; and
c. Section l- Coverage B - Personal And Advertising lnjury Liability does not apply to "personal and
advertising injuf' arising out of an offense committed before you acquired or formed the organization.
B. The insurance afforded to any organization as a Named lnsured under this ltem 13. does not apply if a Broad
Form Named lnsured endorsement attached to this Policyapplies to that organization.
Item 14. Waiver Of Right Of Recovery By Written Contract Or Agreement
The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section lV -
Commercial General Liability Conditions:
We waive ary right of recovery because of paymerns we make under this Policy for injury or damage arising orÎ of
your ongoing operations or "your work" included in the "products-completed operatíons hazard" that we may have
against any person or organization with whom you har,re agreed in a written contract or agreement to waive your
rigltts of recovery but only if the "bodily injur¡/' or "property damage" occurs, or offense giving rise to "personal and
advertising injut'' is committed subsequent to the execution of the vwitten contract or agreement.
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Policy Numbe r TB2-291 -4547 34-1 O0
lssued by LibertyMutualFire lnsurance Co
This endorsement modif es insurance provided under the following
COMMERCIAL GENERAL LIABLTTY COVERAGE PART
lndexof modified items:
Item 1.
Item 2.
Item 3.
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
COM M ERC¡AL GENERAL L¡ABILITY
ADDITIONAL INSURED ENHANCEMENT FOR CONTRACTORS
Blanket Additional lnsured Where Required By Written Agreement
Lessors of Leased Equipment
Managers or Lessors of Premises
Mortgagees, Assignees or Receivers
Owners, Lessees or Contractors
Architects, Engi neers or Surveyors
Any Person or Organization
Blanket Additional lnsured - Grantor Of Permits
Other lnsurance Amendment
Item 1. Blanket Additional lnsured Where Required By Written Agreement
Paragraph 2. of Section ll - Who ls An lnsuredis amended to add the following:
Additional Insured By Written Agreement
The following are insureds under the Policy when you have agreed in a written agreement to provide them coverage
as additional insureds underyour policy
1. Lessors of Leased Equipment: The person(s) or organization(s) from whom you lease equipmenl but only
with respect to liability for "bodily injur¡/', "properly damage" or "personal and advertising injurj' caused, in
whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or
organization(s).
This insurance does not apply to any "occuffence" which takes place after the equipment lease expires.
2. Managers or Lessors of Premises: Any manager(s) or lessor(s) of premises leased to you in which the written
lease agreement obligates you to procure additional insured coverage.
The coverage afforded to the additional insured is limited to liability in connection with üre ownership,
maintenance or use of the premises leased to you and caused, in whole or in part, by some negligent act(s) or
omission(s) of you, your "employees", your agents or your subcontractors. There is no coverage for the
additional insured for liability arising out of tlre sole negligence of the additional insured or those acting on
behalf of the additional insured, except as provided below.
lf the written agreement obligates you to procure additional insured coverage for the additional insured's sole
negligence, then the coverage for the additional insured shall conform to the agreement, bú only if the
applicable law would allow you to indemniff ûre additional insured for liability arising out of the additional
insured's sole negligence.
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This insurance does not applyto:
a. Any "occunence" which takes place after you cease to be a tenant in that premises or to lease that land;
b. Structural alterations, new construction or demolition operations performed by or on behalf of that manager
or lessor; or
c. Any premises for which coverage is excluded by endorsement.
3. Mortgagees, Assignees or Receivers: Any person(s) or organization(s) with respect to their liability as
mortgagee, assignee or receiver and arising out of your ournership, maintenance or use of the premises.
This insurance does not apply to structural alterations, new construction and demolition operations performed
by or on behalf of such person(s) or organization(s).
4. Owners, Lessees or Contractors: Any person(s) or organization(s) to whom you are obligated to procure
additional insured coverage, but only with respect to liability for "bodily injury'', "property damage" or "personal
and advertising injury/' caused, in whole or in part, by your act(s) or omission(s) or the act(s) or omission(s) of
your "employees", your agents, oryour subcontractors, in the performance of your ongoing operations.
This insurarrce does not apply to "bodily inju$', "property damage", or "personal and advertising injut'' arising
ottt of "your work" included in the "products-completed operations hazard" unless you are required to provide
such coverage for the additional insured by the written agreement, and then only for the period of time required
by the vwitten agreement and only for liability caused, in whole or in part, by your act(s) or omission(s) or the
act(s) or omission(s) of your "employees", your agents, oryour subcontractors.
There is no coverage for the additional insured for liability arising out of the sole negligence of the additional
insured or those acting on behatf of the additional insured, except as provided below.
lf the written agreement obligates you to procure additional insured coverage for the additional insured's sole
negligerce, then the coverage for the additional insured shall conform to the agreement, but only if the
applicable law would allow you to indemniff the additional insured for liability arising out the additional insured's
sole negligence.
This insurance does not apply to "bodily injury'', "propeft¡l damage" or "personal and advertising injut'' arising
ot¡t of the rendering ol or failure to render, any professional architectural, engineering or surveying services,
including:
a. The preparing, approving, orfailing to prepare orapprove, maps, shop drawings, opinions, reports, surve)¡s,
field orders, change orders or drawings and specifications; or
b. Supervisory, inspection, architectural or engineering activities.
This exclusion applies even if the claims against any insured allege negligerìce or other vw'ongdoing in the
supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which
caused the "bodily injuS' or "property damage", or the offense which caused the "personal and advertising
injut'', involved the rendering of orfailure to renderany professional services.
5. Architects, Engineers or Surveyors: Arry architect, engineer, or surveyor engaged by )ou but only with
respect to liability for "bodily injut'', "property damage" or "personal and advertising injut'' caused, in whole or
in part, byyour act(s) or omission(s) or the act(s) or omission(s) of those acting on your behali
a. ln connection with your premises; or
b. ln the performarrce of your ongoing operations.
This insurance does nrct appþ to "bodily injuS', "properly damage" or "personal and advertising injur¡/' arisíng
ot¡tofthe renderingoforfailuretorenderaryprofessional servicesbyorforyou,including:
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a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surve)6,
field orders, change orders or drawings and specificatíons; or
b. Supervisory, inspection, architectural or engineeri ng activities.
This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the
supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which
caused the "bodily injuryi' or "propert¡l damage", or the offense which caused the "personal and advertising
injut'', involved the rendering of or failure to render any professional services by or for you.
6. Any Person or Organization Other Than a Joint Venture: Any person(s) or organization(s) (other than a joint
venture of which you are a member) for whom you are obligated to procure additional insured coverage, but
only with respect to liability for "bodily injuf', "property damage" or "personal and advertising injug' caused, in
whole or in part, bylour act(s) or omission(s) or the act(s) or omission(s) of those acting on your behalf
a. ln the performance of your ongoing operations; or
b. ln connection with premises or¡ned by or rented to you.
This insurarre does not applyto:
a. Any person(s) or organization(s) more specifically covered in Paragraphs 1. through 5. above;
b. Any construction, renoration, demolition or installation operations performed by or on behatf of you, or
those operating on your behalf; or
c. Any person(s) or organization(s) whose profession, business or occupation is that of an architect, surveyor
or engineer with respect to liability arisirg out of the rendering of, or fuilure to render, any professional
architectural, engineering or surveying services, includirç:
(1) The preparing, approving or failing to prepare or approve, maps, drawings, opinions, reports, surve)6,
field orders, change orders, designs and specifications; or
(2) Supervisory, i nspection, architectural or eng i neeri ng activities.
This exclusion applies even if the claims against ar¡r insured allege negligerìce or other wrongdoing in the
supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which
caused the "bodily injut'' or "propert¡/ damage", or the offense wt¡ich caused the "personal and advertising
injut'', irvohed the rendering of or failure to render any professional services by or on behalf of you, or those
operating on your behatf.
The insurarrce afforded to arry person(s) or organization(s) as an insured underthis ltem 1.:
1. Applies to the extent permitted by law;
2. Applies only to the scope of coverage and the minimum limits of insurance required by the written agreement,
bú in no event exceeds eitherthe scope of coverage orthe limits of insurance provided bythis Poliqr
3. Does not apply to any person(s) or organization(s) for any "bodily injury'', "property damage" or "personal and
advertising injury'' if any other additional insured endorsement attached to this Policy applies to such person(s)
or organizatíon(s) with regard to the "bodify injury/', "property damage" or "personal and advertising injury'';
4. Applies only if the "bodily injuS' or "propert¡l damage" occurs, or the offense giving rise to the "personal and
advertising injuS' is committed, subsequent to the execution of the written agreement; and
5. Applies only if the vwitten agreement is in effect at the time the "bodily injuS' or "propert¡l damage" occurs, or at
the time the offense giving rise to the "personaland advertising injut'' is committed.
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Item 2. Blanket Additional lnsured - Grantor Of Permits
Paragraph 2. of Section ll - Who ls An lnsuredis amended to add the following:
Any state, municipality or political subdivision that has issued you a permit in connection with any operations
performed by you or on your behalf, or in connection with premises you o\,vn, rent or control, and to which this
insurance applies, but only to the extent that you are required to provide additional insured status to the state,
municipality or political subdivision as a condition of receiving and maintaining the permit. Such state, municipality or
political subdivision that has issued you a permit is an insured only with respect to their liability as grantor of such
permit to you.
However, with respect to the state, municipality or political subdivision:
1. Coverage will be no broader than required; and
2. Limits of insurance will not exceed the minimum limits of ínsurance required as a condition for receiving or
mai ntaini ng the permit;
but neither the scope of coverage nor the limits of insurarrce will exceed those provided bythis Policy.
This insurance does not applyto:
1. "Bodily injut'', "property damage" or "personal and advertising injuS' arising out of operations performed for
the state, municipality or political subdivision;
2. Any "bodily injuf' or "property damage" included within the "products-completed operations hazaird", except
when required bywritten agreement initiated priorto loss; or
3. "Bodily inju4/', "properly damage" or "personal and advertising injur!', unless negligently car.sed, in whole or in
part, byyou or those acting on your behalf.
Item 3. Other Insurance Amendment
lf you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any
other basis for any person(s) or organization(s) that qualifies as an additional insured on this Policy, this Poliqy will
apply solely on the basis required by such written agreement and Paragraph 4. Other lnsurance of Section lV -CommercialGeneral Liability Conditions will not apply. Where the applicable written agreement does not speciff
on what basis the liability insurance will apply, the provisions of Paragraph 4. Other lnsurance of Section lV -Commercial General Liability Conditions will apply. However, this insurance is excess over any other insurance
available to the additional insured for which it is also covered as an additional insured for the same "occurrence",
claim or "suit'.
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S. 192nd St Sanitary Sewer Repair/Howlett June 15, 2020
Project Number: 20-3007
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 ................................................. 1-24
1-09 Measurement and Payment .............................................. 1-28
1-10 Temporary Traffic Control ................................................ 1-29
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
2-12 Construction Geosynthetic ................................................ 2-5
DIVISION 4 BASES .................................................................... 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 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY
SEWERS, WATER MAINS, AND CONDUITS .............. 7-1
7-05 Manholes, Inlets, Catch Basins, and Drywells ...................... 7-1
7-08 General Pipe Installation Requirements .............................. 7-4
7-17 Sanitary Sewers ............................................................. 7-10
7-18 Side Sewers ................................................................... 7-14
DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1
8-01 Erosion Control and Water Pollution Control ........................ 8-1
8-02 Roadside Restoration ....................................................... 8-4
8-04 Curbs, Gutters, and Spillways ........................................... 8-11
8-06 Cement Concrete Driveway Entrances ................................ 8-11
8-14 Cement Concrete Sidewalks ............................................. 8-12
8-22 Pavement Marking .......................................................... 8-13
8-27 Sewer Bypass System ..................................................... 8-16
8-28 Pothole Utilities .............................................................. 8-17
S. 192nd St Sanitary Sewer Repair/Howlett June 15, 2020
Project Number: 20-3007
KENT SPECIAL PROVISIONS
TABLE OF CONTENTS
PAGE
DIVISION 9 MATERIALS ............................................................ 9-1
9-03 Aggregates .................................................................... 9-1
9-13 Riprap, Quarry Spalls, Slope Protection, and Rock For Erosion
and Scour Protection And Rock Walls ................................. 9-3
9-14 Erosion Control and Roadside Planting ............................... 9-3
KENT STANDARD PLANS ................................................................. A-1
PREVAILING WAGE RATES .............................................................. A-2
S. 192nd St Sanitary Sewer Repair/Howlett 1 - 1 June 15, 2020
Project Number: 20-3007
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
S. 192nd St Sanitary Sewer Repair/Howlett 1 - 2 June 15, 2020
Project Number: 20-3007
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
S. 192nd St Sanitary Sewer Repair/Howlett 1 - 3 June 15, 2020
Project Number: 20-3007
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
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Project Number: 20-3007
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.
SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH
THE FOLLOWING:
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Project Number: 20-3007
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
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
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Project Number: 20-3007
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.
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Project Number: 20-3007
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 its own staging and storage area(s), 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.
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Project Number: 20-3007
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.
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Project Number: 20-3007
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
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Project Number: 20-3007
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:
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Project Number: 20-3007
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.
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Project Number: 20-3007
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.
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Project Number: 20-3007
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
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Project Number: 20-3007
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.
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Project Number: 20-3007
THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE
FOLLOWING:
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: None
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:
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Project Number: 20-3007
1. Contractor’s name and the name of Subcontractor or supplier who
prepared the submittal.
2. The project name and identifying number.
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 7 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.
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Project Number: 20-3007
Content of submittals:
1. Each submittal shall include all of the items required for a
complete assembly or system.
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
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Project Number: 20-3007
resolved or corrected by the Contractor prior to subsequent re-
submittal. An amended resubmission is required.
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.
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Project Number: 20-3007
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.
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: King County
Wastewater Discharge Permit – Applied For
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.
SECTION 1-07.9(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
FOLLOWING:
1-07.9(3) Apprentices
All contracts with an estimated construction cost greater than
$1,000,000 (one million dollars) shall require that no less than 15
percent of the labor hours performed by workers subject to prevailing
wages employed by the contractor or its subcontractors be performed
by apprentices enrolled in a state-approved apprenticeship program.
Definitions
For the purposes of this specification, the following definitions apply:
1. Apprentice Utilization Requirement is expressed as a percentage of
the project Labor Hours performed by Apprentices.
2. Labor Hours are the total hours performed by all workers receiving
an hourly wage who are directly employed on the project site
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Project Number: 20-3007
including hours performed by workers employed by the prime
Contractor and all Subcontractors. Labor Hours do not include
hours performed by foremen, superintendents, owners, and
workers who are not subject to prevailing wage requirements.
3. Apprentice is a person enrolled in a State-approved Apprenticeship
Training Program.
4. State-approved Apprenticeship Training Program is an
apprenticeship training program approved by the Washington
State Apprenticeship Council.
5. Good Faith Effort is a demonstration that the Contractor has
strived to meet the Apprenticeship Utilization Requirement
including but not necessarily limited to the specific steps as
described elsewhere in this specification.
Plan
The Contractor shall submit an “Apprentice Utilization Plan” within 30
calendar days of Notice of Award, demonstrating how they intend to
achieve the Apprentice Utilization Requirement. The plan shall be
updated and resubmitted as appropriate as the Work progresses. The
intent is to provide the City with enough information to track progress
in meeting the utilization requirements.
Reporting
The Contractor shall submit a “Monthly Apprentice Reporting Form” on
a monthly basis. The report shall be submitted to the City by the last
working day of the subsequent month, until the Physical Completion
Date. The date reported shall be cumulative to date and consolidated to
include the Contractor and all Subcontractors. At the Contractor’s
request, the Engineer may suspend this reporting requirement during
periods of minimal or no applicable work activities on the project. The
Contractor shall submit documentation of their Good Faith Effort if: (1)
they are unable to provide a plan demonstrating how they intend to
meet the Apprentice Utilization Requirement; or (2) the project has
been completed without meeting the Apprentice Utilization
Requirement.
Contacts
The Contractor may obtain information on State-approved
Apprenticeship Training Programs by contacting the Department of
Labor and Industries at: Specialty Compliance Services Division,
Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530 or
by phone at (360) 902-5320.
Compliance
In the event that the Contractor is unable to accomplish the Apprentice
Utilization Requirement, the Contractor shall demonstrate that a Good
Faith Effort has been made as described within this specification. Failure
to comply with the requirements as specified is subject to penalties for
noncompliance as set forth in KCC 6.01.030(E).
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Project Number: 20-3007
Good Faith Efforts
In fulfilling the Good Faith Effort, the Contractor shall perform and,
when appropriate, require its Subcontractors to perform the following
steps:
1. Solicit Apprentice(s) from State-approved Apprenticeship Training
Program(s).
2. Document the solicitation and, in the event Apprentice(s) are not
available, obtain supporting documentation from the solicited
program(s).
3. Demonstrate that the plan was updated as required within this
specification.
4. Provide documentation demonstrating what efforts the Contractor
has taken to require Subcontractors to solicit and employ
Apprentice(s).
In the event that the preceding steps have been followed, the
Contractor may also supplement the Good Faith Efforts documentation
with the following documentation:
5. Submit documentation demonstrating successful Apprentice
utilization on previous contracts.
6. Submit documentation indicating company-wide Apprentice
utilization efforts and percentages of attainment.
Payment
Compensation for all costs involved with complying with the conditions
of this specification is included in payment for the associated Contract
items of work.
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,
or all officers and employees of the State also will include the City, its
officers and employees.
1-07.15 Temporary Water Pollution Prevention
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Project Number: 20-3007
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-
marking or repair of damaged utilities due to the Contractor’s failure to
maintain marks or to locate utilities in accordance with this section.
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Project Number: 20-3007
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 1-07.24 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
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Project Number: 20-3007
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.
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))
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Project Number: 20-3007
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
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
S. 192nd St Sanitary Sewer Repair/Howlett 1 - 26 June 15, 2020
Project Number: 20-3007
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
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
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Project Number: 20-3007
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.
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
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Project Number: 20-3007
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.
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
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Project Number: 20-3007
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:
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
S. 192nd St Sanitary Sewer Repair/Howlett 1 - 30 June 15, 2020
Project Number: 20-3007
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
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:
S. 192nd St Sanitary Sewer Repair/Howlett 1 - 31 June 15, 2020
Project Number: 20-3007
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
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.
S. 192nd St Sanitary Sewer Repair/Howlett 2 - 1 June 15, 2020
Project Number: 20-3007
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:
1. 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 into the
roadway embankment, or to some 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.
S. 192nd St Sanitary Sewer Repair/Howlett 2 - 2 June 15, 2020
Project Number: 20-3007
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:
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 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 contract price per square yard for “Remove Cement Concrete
Sidewalk or Driveway” constitutes complete compensation for
furnishing all labor, materials, tools, supplies, and equipment necessary
to remove, haul, and dispose of the cement concrete sidewalk or
driveway as shown on the plans and described in the specifications.
The unit contract price per lineal foot for “Remove Cement Concrete
Curb and Gutter” constitutes complete compensation for furnishing all
labor, materials, tools, supplies, and equipment necessary to remove,
haul, and dispose of the cement concrete curb and gutter as shown on
the plans and described in the specifications.
“Saw Cut Existing Asphalt Concrete Pavement”
“Saw Cut Existing Cement Concrete Pavement”
The unit price contract price per lineal foot for the above items
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.
S. 192nd St Sanitary Sewer Repair/Howlett 2 - 3 June 15, 2020
Project Number: 20-3007
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.
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:
S. 192nd St Sanitary Sewer Repair/Howlett 2 - 4 June 15, 2020
Project Number: 20-3007
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.
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.
S. 192nd St Sanitary Sewer Repair/Howlett 2 - 5 June 15, 2020
Project Number: 20-3007
2-12 CONSTRUCTION GEOSYNTHETIC
SECTION 2-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-12.1 Description
This work shall consist of furnishing and installing non-woven geotextile
fabric at the locations shown on the plans and described in the
specifications.
SECTION 2-12.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-12.2 Materials
Non-woven geotextile fabric shall meet the material requirements of
Section 9-33 of the WSDOT Standard Specifications for high
survivability, separation and soil stabilization, and underground
drainage for each geotextile use as specified on the plans or in the Kent
Special Provisions.
SECTION 2-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-12.3 Construction Requirements
The Contractor shall take all necessary precautions to not tear or
damage the fabric during installation. The fabric shall be laid down by
hand. Folds or creases in the fabric shall be smoothed. The fabric sides
and ends shall be anchored or weighted sufficiently to prevent
slouching. Joints or seams shall be overlapped a minimum of two (2)
feet.
SECTION 2-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-12.4 Measurement
Non-woven geotextile fabric shall be measured per square yard of
materials placed.
SECTION 2-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-12.5 Payment
The unit contract price per square yard for “Non-Woven Geotextile
Fabric” constitutes complete compensation for all labor, materials,
tools, supplies, and equipment necessary to furnish and install the
fabric at the locations shown on the plans and described in the
specifications.
S. 192nd St Sanitary Sewer Repair/Howlett 4 - 1 June 15, 2020
Project Number: 20-3007
DIVISION 4 – BASES
DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION:
4-04 BALLAST AND CRUSHED SURFACING
4-04.3 Construction Requirements
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
The unit contract price per ton for “Crushed Surfacing Base Course, 1-
1/4 Inch Minus” 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.
S. 192nd St Sanitary Sewer Repair/Howlett 5 - 1 June 15, 2020
Project Number: 20-3007
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
Recycled Asphalt Pavement 9-03.8(3)B
S. 192nd St Sanitary Sewer Repair/Howlett 5 - 2 June 15, 2020
Project Number: 20-3007
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:
Develop the mix design in accordance with WSDOT SOP 732.
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Project Number: 20-3007
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
expiration of the initial 12 month mix design approval. Within 7
calendar days of receipt of the Contractor’s certification, the
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Project Number: 20-3007
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
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).
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Project Number: 20-3007
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.
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
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Project Number: 20-3007
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.
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
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Project Number: 20-3007
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.
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.
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Project Number: 20-3007
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.
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
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Project Number: 20-3007
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.
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
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Project Number: 20-3007
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.
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.
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Project Number: 20-3007
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
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.
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Project Number: 20-3007
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.
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
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Project Number: 20-3007
the particles and thorough distribution of the asphalt binder throughout
the mineral materials is ensured.
When discharged, the temperature of the HMA shall not exceed the
optimum mixing temperature by more than 25°F as shown on the
reference mix design report or as approved by the Engineer. Also, when
a WMA additive is included in the manufacture of HMA, the discharge
temperature of the HMA shall not exceed the maximum recommended
by the manufacturer of the WMA additive. A maximum water content of
2 percent in the mix, at discharge, will be allowed providing the water
causes no problems with handling, stripping, or flushing. If the water in
the HMA causes any of these problems, the moisture content shall be
reduced as directed by the Engineer.
Storing or holding of the HMA in approved storage facilities will be
permitted with approval of the Engineer, but in no event shall the HMA
be held for more than 24 hours. HMA held for more than 24 hours after
mixing shall be rejected. Rejected HMA shall be disposed of by the
Contractor at no expense to the Contracting Agency. The storage
facility shall have an accessible device located at the top of the cone or
about the third point. The device shall indicate the amount of material
in storage. No HMA shall be accepted from the storage facility when the
HMA in storage is below the top of the cone of the storage facility,
except as the storage facility is being emptied at the end of the
working shift.
Recycled asphalt pavement (RAP) utilized in the production of HMA shall
be sized prior to entering the mixer so that a uniform and thoroughly
mixed HMA is produced. If there is evidence of the recycled asphalt
pavement not breaking down during the heating and mixing of the
HMA, the Contractor shall immediately suspend the use of the RAP until
changes have been approved by the Engineer. After the required
amount of mineral materials, RAP, new asphalt binder and asphalt
rejuvenator have been introduced into the mixer the HMA shall be
mixed until complete and uniform coating of the particles and thorough
distribution of the asphalt binder throughout the mineral materials, and
RAP is ensured.
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
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Project Number: 20-3007
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
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
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Project Number: 20-3007
1-06.2(2)D2
Property Non-Statistical Evaluation Commercial Evaluation
Asphalt Binder +/- 0.5% +/- 0.7%
Air Voids, Va 2.5% min. and 5.5% max N/A
For Aggregates in the mixture:
a. First, determine preliminary upper and lower acceptance
limits by applying the following tolerances to the approved
JMF.
Aggregate Percent Passing Non-Statistical
Evaluation
Commercial
Evaluation
1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8%
No. 4 sieve +/-6% +/- 8%
No. 8 Sieve +/- 6% +/-8%
No. 200 sieve +/- 2.0% +/- 3.0%
b. Second, adjust the preliminary upper and lower acceptance
limits determined from step (a) the minimum amount
necessary so that none of the aggregate properties are
outside the control points in Section 9-03.8(6). The resulting
values will be the upper and lower acceptance limits for
aggregates, as well as the USL and LSL required in Section
1-06.2(2)D2.
2. Job Mix Formula Adjustments – An adjustment to the aggregate
gradation or asphalt binder content of the JMF requires approval of
the Engineer. Adjustments to the JMF will only be considered if the
change produces material of equal or better quality and may
require the development of a new mix design if the adjustment
exceeds the amounts listed below.
a. Aggregates –2 percent for the aggregate passing the 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.
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Project Number: 20-3007
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.
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.
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Project Number: 20-3007
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
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).
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Project Number: 20-3007
5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests
The Contractor may request a sublot be retested. To request a retest,
the Contractor shall submit a written request within 7 calendar days
after the specific test results have been received. A split of the original
acceptance sample will be retested. The split of the sample will not be
tested with the same tester that ran the original acceptance test. The
sample will be tested for a complete gradation analysis, asphalt binder
content, and, at the option of the agency, Va. The results of the retest
will be used for the acceptance of the HMA in place of the original
sublot sample test results. The cost of testing will be deducted from any
monies due or that may come due the Contractor under the Contract at
the rate of $500 per sample.
5-04.3 (9)D Mixture Acceptance – Commercial Evaluation
If sampled and tested, HMA produced under Commercial Evaluation and
having all constituents falling within the tolerance limits of the job mix
formula shall be accepted at the unit Contract price with no further
evaluation. When one or more constituents fall outside the commercial
tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall
be evaluated in accordance with Section 1-06.2 to determine the
appropriate CPF. The commercial tolerance limits will be used in the
calculation of the CPF and the maximum CPF shall be 1.00. When less
than three sublots exist, backup samples of the existing sublots or
samples from the street shall be tested to provide a minimum of three
sets of results for evaluation.
For each lot of HMA mix produced and tested under Commercial
Evaluation when the calculated CPF is less than 1.00, a Nonconforming
Mix Factor (NCMF) will be determined. The NCMF equals the algebraic
difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix
Compliance Price Adjustment will be calculated as the product of the
NCMF, the quantity of HMA in the lot in tons, and the unit Contract
price per ton of mix.
If a constituent is not measured in accordance with these
Specifications, its individual pay factor will be considered 1.00 in
calculating the Composite Pay Factor (CPF).
5-04.3(10) HMA Compaction Acceptance
HMA mixture accepted by nonstatistical evaluation that is used in traffic
lanes, including lanes for intersections, ramps, truck climbing, weaving,
and speed change, and having a specified compacted course thickness
greater than 0.10-foot, shall be compacted to a specified level of
relative density. The specified level of relative density shall be a
Composite Pay Factor (CPF) of not less than 0.75 when evaluated in
accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92
percent of the maximum density). The maximum density shall be
determined by WSDOT FOP for AASHTO T 729. The specified level of
density attained will be determined by the evaluation of the density of
the pavement. The density of the pavement shall be determined in
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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.
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.
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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
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.
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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.
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
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Project Number: 20-3007
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
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
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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.
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.
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Project Number: 20-3007
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
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
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Project Number: 20-3007
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.
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.
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Project Number: 20-3007
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.
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.
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Project Number: 20-3007
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
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
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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:
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.
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5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing
At least 2 Working Days before the first paving operation and the first
planing operation, or as scheduled by the Engineer for future paving
and planing operations to ensure the Contractor has adequately
prepared for notifying and coordinating as required in the Contract, the
Contractor must be prepared to discuss that day’s operations as they
relate to other entities and to public safety and convenience, including
driveway and business access, garbage truck operations, Metro transit
operations and working around energized overhead wires, school and
nursing home and hospital and other accesses, other contractors who
may be operating in the area, pedestrian and bicycle traffic, and
emergency services. The Contractor, and Subcontractors that may be
part of that day’s operations, must meet with the Engineer and discuss
the proposed operation as it relates to the submitted planing plan and
paving plan, approved traffic control plan, and public convenience and
safety. Such discussion includes, but is not limited to:
1. General for both Paving Plan and for Planing Plan:
a. The actual times of starting and ending daily operations.
b. In intersections, how to break up the intersection, and
address traffic control and signalization for that operation,
including use of peace officers.
c. The sequencing and scheduling of paving operations and of
planing operations, as applicable, as it relates to traffic
control, to public convenience and safety, and to other
contractors who may operate in the Project Site.
d. Notifications required of Contractor activities, and
coordinating with other entities and the public as necessary.
e. Description of the sequencing of installation and types of
temporary pavement markings as it relates to planing and to
paving.
f. Description of the sequencing of installation of, and the
removal of, temporary pavement patch material around
exposed castings and as may be needed.
g. Description of procedures and equipment to identify hidden
metal in the pavement, such as survey monumentation,
monitoring wells, 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.
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Project Number: 20-3007
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.
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
S. 192nd St Sanitary Sewer Repair/Howlett 5 - 31 June 15, 2020
Project Number: 20-3007
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
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.
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Project Number: 20-3007
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.”
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.
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Project Number: 20-3007
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
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.
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Project Number: 20-3007
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.
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
S. 192nd St Sanitary Sewer Repair/Howlett 5 - 35 June 15, 2020
Project Number: 20-3007
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
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.
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Project Number: 20-3007
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 Cl. ½” PG 58V-22,
and Commercial HMA will be measured by the ton in accordance with
Section 1-09.2, with no deduction being made for the weight of asphalt
binder, mineral filler, or any other component of the mixture. If the
Contractor elects to remove and replace mix as allowed by Section
5-04.3(11), the material removed will not be measured.
No measurement will be made for the installation, maintenance, and
removal of temporary pavement markings.
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.
The unit contract price per square yard for “Planing Bituminous
Pavement” shall be full payment for all costs incurred to perform the
Work described in Section 5-04.3(14). The unit contract price per
square yards shall also include all costs incurred to stockpile or dispose
of the bituminous pavement as specified on the plans or as directed by
the Engineer. No additional cost compensation shall be made for cold
mix material to provide a temporary transition from planed areas to
existing pavement.
S. 192nd St Sanitary Sewer Repair/Howlett 7 - 1 June 15, 2020
Project Number: 20-3007
DIVISION 7 – DRAINAGE STRUCTURES, STORM SEWERS,
SANITARY SEWERS, WATER MAINS, AND CONDUITS
7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS
SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-05.3 Construction Requirements
All manholes and catch basins shall be precast concrete units and shall
conform to Kent Standard Plans 4-1, 4-2, 5-1 and 5-2 unless specified
otherwise. Minimum height for Type 1-48 inch, 54 inch, and 60 inch
manholes shall be 5 feet. Manholes under 5 feet in height shall conform
to Kent Standard Plan 4-2.
All manholes and Type II and III CB structures shall be equipped with
the drop rung type manhole steps and ladders in accordance with Kent
Standard Plan 4-5. The ladder shall be secured from top to bottom,
inside the structure wall. No 4 foot hanging ladder sections are allowed.
The sanitary sewer manholes shall be fully channeled to conform to the
inside diameter of the sewer line from invert to spring line, then the
channel shall be vertical to the top of the pipe. The top edge of the
channel shall have a radius of 1/2 to 3/4 inch. The shelves shall slope
at 2 percent to the top of the channel. All manhole section joints and
pick holes shall be filled with grout and smooth finished outside and
inside after installation.
All manhole penetrations, lifting holes, barrel joints (interior or
exterior), risers, frames, and any other location determined by the
Engineer, shall be sealed to prevent infiltration. The Contractor shall
submit proposed sealing product literature to the Engineer for
acceptance, prior to use.
Manhole frame and covers shall be cast gray or ductile iron and shall
comply with the following Kent Standard Plans as applicable:
4-3 Standard Manhole Frame and Locking Cover
Catch basin grates and solid covers shall be ductile iron and of the
locking type unless indicated otherwise on the plans and shall be in
accordance with Kent Standard Plans 5-4 through 5-16 as applicable.
Miscellaneous catch basin details shall be in accordance with Kent
Standard Plan 5-3.
Care must be taken to insure that pressures exerted on the soils
beneath the manholes and the adjacent mains are approximately
uniform. Unequal soil pressures may result in excessive settlement at
manholes. A spread foundation or other measures may be required to
reduce the unit load imposed by the manhole.
S. 192nd St Sanitary Sewer Repair/Howlett 7 - 2 June 15, 2020
Project Number: 20-3007
PVC pipe adaptors shall be KOR-IN-SEAL type flex joints or sand collars
or other materials as approved by the Engineer to permit slight
differential movement. All pipe materials other than the above shall be
mudded directly into the manholes and catch basins using a smooth
forty five (45) degree bevel from the pipe to the structure meeting
ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches
inside the structure unless approved otherwise by the Engineer.
SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-05.3(1) Adjusting Manholes and Catch Basins to Grade
All construction in performing adjustments of existing or new utilities
shall conform to the WSDOT Standard Specifications, Standard Plans,
Kent Standard Plans and the Kent Special Provisions.
Locating all new and existing utilities to be adjusted following the
paving shall be the responsibility of the Contractor. The Contractor shall
mark or reference all affected utilities including traffic loops prior to
paving. Should it be determined by City personnel upon inspection or
by notification from other utility companies that the Contractor has
failed to adjust existing utilities, the Contractor shall be responsible for
completing the adjustments, at no additional cost to the utility company
or the City, even if the Contractor has vacated the project site.
If the Contractor neglects to reference utilities prior to paving, and for
example causes conflicts with or damage to traffic loops, the Contractor
shall be responsible to relocate or replace the traffic loops at no
additional cost to the City.
No less than 4 inches or greater than 16 inches shall be provided
between the top of the cone and the underside of the manhole frame
for adjustment to street grade or ground surface. Final elevation and
slope of the frame and cover shall conform to the final street surface.
All joints in the brick or ring adjustment shall be filled with grout, and
the castings shall be sealed in grout placed on the ring or brick. A 3/8
inch mortar lining shall be installed inside and out of the adjustment
section to form a smooth watertight finish. NOTE: The use or presence
of wood, asphalt, expansion joint material or other non-approved
product for catch basin or manhole adjustment shall be cause for
immediate rejection.
On asphalt concrete paving and/or asphalt resurfacing projects,
manholes, catch basins and similar structures shall not be adjusted
until the pavement is completed, at which time the center of each
structure shall be relocated from references previously established by
the Contractor. The pavement shall be cut in a restricted area and base
material removed to permit removal of the cover.
The asphalt concrete pavement shall be cut and removed to a neat
circle, the diameter of which shall be equal to the outside diameter of
the frame plus two feet. The frame shall be placed on concrete blocks
S. 192nd St Sanitary Sewer Repair/Howlett 7 - 3 June 15, 2020
Project Number: 20-3007
and fully mortared to the desired grade. The base materials and
crushed rock shall be removed and Cement Concrete Class 3000 shall
be placed so that the entire volume of the excavation and up to within,
but not to exceed 1-1/2 inches of the finished pavement surface. Note:
casting adjustments shall be made with cementatious materials only.
Wood, plastic, iron, aluminum, bituminous or similar materials are
prohibited.
On the following day, the concrete, the edges of the asphalt concrete
pavement, and the outer edge of the casting shall be painted with hot
asphalt cement. Asphalt concrete shall then be placed and compacted
with hand tampers and a patching roller. The completed patch shall
match the existing paved surface for texture, density, and uniformity of
grade. The joint between the patch and the existing pavement shall
then be painted with hot asphalt cement or asphalt emulsion and shall
be immediately covered with dry paving sand before the asphalt
cement solidifies.
SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-05.3(3) Connections to Existing Manholes
It shall be the Contractor’s sole responsibility to protect the existing
sewer system from any damage and/or debris resulting from the
construction. Should any damage and/or debris occur, the Contractor
shall, at no cost to the City, repair and/or clean said system to the
satisfaction of the Engineer.
NOTE: Cleaning shall include those existing lines downstream of the
project in which debris has been deposited.
SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
7-05.3(5) Manhole Installation on Existing Sewer
The manhole will be placed on and channeled for the existing lines in
their existing location. It shall be the Contractor’s sole responsibility to
protect the existing sewer from any damage and/or debris resulting
from the construction. Should any damage and/or debris occur, the
Contractor shall, at no cost to the City, repair and/or clean said system
to the satisfaction of the Engineer.
NOTE: Cleaning shall include those existing lines downstream of the
project in which debris has been deposited.
SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-05.5 Payment
S. 192nd St Sanitary Sewer Repair/Howlett 7 - 4 June 15, 2020
Project Number: 20-3007
The unit contract price per each for “Manhole 12 Feet to 20 Feet, Type
1, 48 Inch Diameter” constitutes complete compensation to furnish all
labor, materials, tools, supplies, and equipment necessary to provide
and install the sanitary sewer manhole to final finished grade as shown
on the plans and described in the specifications. The unit price bid shall
include but not be limited to excavation, installing the manhole,
connecting new or existing pipes, backfilling, compacting, and surface
restoration.
The unit contract price per each for “Locking Manhole Frame and Cover”
constitutes complete compensation for all labor, materials, tools,
supplies and equipment necessary to furnish and install the new frame
and cover or grate as shown on the plans and described in the
specifications. This price shall also include adjusting the new frame and
cover or grate to match final grades. Any adjustments made prior to
the final finished elevation shall be considered incidental.
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS
SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.2 Materials
All pipe shall be of the type and material specified in the bid proposal,
shown on the plans or specified herein.
All materials used for construction of sanitary sewer and storm drainage
systems and appurtenances shall be new and undamaged. All materials
used shall be subject to inspection by the City prior to use. The
Contractor shall provide the City with shop drawings, manufacturer’s
specifications and certificates of materials as requested.
The materials referred to herein, shall conform to the applicable
provisions of the WSDOT Standard Specifications, the Kent Special
Provisions and the manufacturer’s recommended installation
procedures. See the following Sections of the WSDOT Standard
Specifications and the Kent Special Provisions:
Hot Mix Asphalt ............................... 5-04.2
Cement Concrete Pavement .............. 5-05.2
Culverts ......................................... 7-02.2
Storm Sewers ................................. 7-04.2
Manholes, Inlets and Catch Basins...... 7-05.2
Sanitary Sewer ................................ 7-17.2
Side Sewers .................................... 7-18.2
Crushed Surfacing ........................... 9-03.9(3)
Gravel Backfill for Pipe Zone Bedding .. 9-03.12(3)
Gravel Borrow ................................. 9-03.14(1)
Foundation Material Class I and II ...... 9-03.17
Bank Run Gravel for Trench Backfill .... 9-03.19
S. 192nd St Sanitary Sewer Repair/Howlett 7 - 5 June 15, 2020
Project Number: 20-3007
7-08.3 Construction Requirements
SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.3(1)A Trenches
If well points are used for dewatering pipe trenches, they shall be
adequately spaced to provide the necessary dewatering and shall be
sandpacked and/or other means used to prevent pumping of fine sands
or silts from the sub-surface. A continual check by the Contractor shall
be maintained to insure that the sub-surface soil is not being removed
by the dewatering operation.
Once commenced, the dewatering operation shall be continuous until
construction and backfilling in the dewatered area is complete. Pump
shutdown shall be accomplished in an approved gradual manner. The
Contractor shall provide enough facilities and personnel to maintain
continuous operation once commenced. Such continuous operation shall
be the responsibility of the Contractor.
In the event of damage to the trench foundation as determined by the
Engineer, or to the ditch walls, or other operations resulting from the
failure of the Contractor to maintain the dewatering operation, the
complete cost of all repairs shall be borne by the Contractor.
It shall be the sole responsibility of the Contractor to dispose of all
waters resulting from its dewatering operation. This responsibility also
includes choice of method, obtaining regulatory agency approvals,
complying with state water quality standards and other agency
requirements.
Each individual project and dewatering operation shall be evaluated
individually to determine exact requirements; however, in general the
following conditions will apply.
1. Disposal into the existing storm drain facilities (pipes, channels,
ditches, etc.) may be acceptable if the Contractor obtains the
necessary permits and approvals.
2. Discharge to existing storm drain facilities shall not result in a
violation of state water quality standards for surface water,
Chapter 173-203 WAC.
3. The Contractor shall monitor discharge and receiving water(s) as
required to verify that water quality standards are being met.
4. If necessary to meet standards and approval requirements, the
Contractor shall treat the water prior to discharge. A settling pond
may be an acceptable method of treatment.
Any damage, as determined by the Engineer to properties or
improvements resulting from an inadequate disposal (water) operation
shall be the responsibility of the Contractor, including repairs,
replacements and/or restoration.
S. 192nd St Sanitary Sewer Repair/Howlett 7 - 6 June 15, 2020
Project Number: 20-3007
Where required or where directed by the Engineer, stabilization of the
trench bottom shall be in accordance with Section 7-08.3(1)A of the
WSDOT Standard Specifications. Excavation of the unsuitable material
shall be considered as trench excavation. The unsuitable material shall
be disposed of by the Contractor.
Backfill unsuitable material excavations with Foundation Material Class I
or II meeting the requirements of Section 9-03.17 of the Kent Special
Provisions with the class called for in the bid proposal, on the plans or
by the Engineer in the field.
Trench excavation shall include the required pavement removal for
construction of the trench. See Section 2-02.3(3) of the Kent Special
Provisions.
SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.3(1)C Bedding the Pipe
Bedding shall be placed in accordance with Standard Plan B-55.20-00.
Bedding material shall be in accordance with Section 9-03.12(3) of the
Kent Special Provisions.
Bedding material shall be tamped in layers under, around and above
the pipe to adequately support and protect the pipe. The Contractor
shall use compaction equipment approved by the Engineer to obtain
adequate compaction of the bedding material. Unless otherwise
approved by the Engineer, adequate compaction shall be construed to
mean to at least 95 percent of the maximum density measured in
accordance with ASTM D-1557.
The pipe shall be protected from damage when compacting. At least
two feet of cover is required over the pipe prior to using heavy
compaction equipment.
SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.3(2)B Pipe Laying - General
At locations of pipe crossing between new or existing pipes the
minimum vertical clearance shall be one and one-half foot unless
otherwise approved by the Engineer. If this clearance cannot be
obtained, the Contractor shall install a 2-inch thick 1-2 PSF styrofoam
cushion between the pipes. The cushion shall be installed longitudinally
with the lower pipe. The cushion width shall be equal to the lower pipe
diameter and the length shall be one foot greater than the upper pipe
diameter.
It should be noted that field adjustment of specified slopes for storm
and sanitary side sewers are permissible, if approved by the Design
Engineer, to obtain the minimum clearances.
S. 192nd St Sanitary Sewer Repair/Howlett 7 - 7 June 15, 2020
Project Number: 20-3007
External or internal grouting or repair by use of collars on the new
sanitary or storm sewer line will not be an acceptable means of repair,
should repair be necessary.
All pipe, adaptors, tees, and other fittings shall be used for the purpose
intended by the manufacturer and shall be installed according to
manufacturer’s recommendations.
SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.3(2)G Jointing of Dissimilar Pipe
Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe
will be done by the use of Cast Transition or reducing couplings (Romac
501 or equivalent).
SECTION 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.3(2)H Sewer Line Connections
Where indicated on the plans or where directed by the Engineer,
connections shall be made to the existing storm drain/sewer systems
by the Contractor in accordance with applicable portions of the WSDOT
Standard Specifications and Kent Special Provisions in a workmanlike
manner satisfactory to the Engineer.
SECTION 7-08.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
7-08.3(2)J Pipe Laying - PVC
For PVC pipe, the Contractor shall maintain a cover over the pipe to
prevent temperature deformation caused by the sun and shall remove
such cover only for a sufficient time to allow the pipe to be installed.
When making field cuts of PVC pipe, a new reference line shall be
marked on the spigot end a distance of 4-5/8 inches from said end.
Said end will provide a visual means of determining whether full
insertion of the spigot into the bell has been made during installation.
SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.3(4) Plugging Existing Pipe
Existing pipes being plugged shall be plugged with concrete at both
ends and shall otherwise be in accordance with Section 7-08.3(4) of the
WSDOT Standard Specifications.
S. 192nd St Sanitary Sewer Repair/Howlett 7 - 8 June 15, 2020
Project Number: 20-3007
SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
7-08.3(5) Street Restoration
Unless otherwise shown on the plans, street restoration shall be in
accordance with the following requirements:
Where cuts have been made in either asphalt concrete pavement,
or in oil mats, the Contractor shall reconstruct the trench areas
with a 3 inch thick asphalt concrete patch placed on a 2 inch
thickness of crushed surfacing top course over a 4 inch thickness
of crushed surfacing base course or as directed by the Engineer in
the field. However, where cuts have been made in an asphalt
concrete pavement section to be overlayed, the Contractor shall
reconstruct the trench with a 2 inch thick asphalt concrete patch
with a 2 inch asphalt overlay for a total of 4 inches of asphalt
concrete pavement over 2 inches of crushed surfacing top course
over 4 inches crushed surfacing base course.
In all cases, the asphalt and crushed surfacing thickness for the
patch shall meet or exceed the existing pavement section. Upon
approval of the Engineer, Controlled Density Fill may be used to
back fill the narrow trenches where it is difficult to compact
crushed surfacing. In these cases the asphalt concrete layer shall
increase to a minimum of 2 inches greater than the existing
section.
Where cuts have been made in cement concrete pavement, the
Contractor shall reconstruct the trench area with a 6 inch thick
cement concrete patch placed on a 6 inch thickness of crushed
surfacing top course. In all cases, the cement concrete and
crushed surfacing thickness for the patch shall meet or exceed the
existing pavement section.
Where there is an existing asphalt overlay over cement concrete
pavement, the cement concrete shall be patched to original grade
as above and then overlaid with an asphalt concrete patch to
existing grade.
All gravel shoulders shall be restored to their original condition and
shape. The Contractor shall spread a 2 inch thick layer of crushed
surfacing on the shoulder. The shoulder shall be finished with a grader
after backfilling and compacting and before spreading the crushed
surfacing.
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
S. 192nd St Sanitary Sewer Repair/Howlett 7 - 9 June 15, 2020
Project Number: 20-3007
authorizing paving to begin. Also, each new utility must pass all
appropriate tests specified herein for the type of utility prior to paving.
SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
7-08.4 Measurement
Gravel backfill for foundation and gravel backfill for pipe zone bedding
shall be measured by the ton, including haul.
SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.5 Payment
The unit contract price per ton for “Pipe Zone Bedding” constitutes
complete compensation for all labor, material, tools, supplies, and
equipment necessary or incidental to furnish and place bedding material
as shown on the plans and described in the specifications. This includes
but shall not be limited to: excavating, loading, hauling, mixing,
placing, shaping, and compacting.
The unit contract price per ton for “Foundation Material, Class I and II”
constitutes complete compensation for all labor, material, tools,
supplies, and equipment necessary or incidental to furnish and place
foundation material as shown on the plans and described in the
specifications. This includes but shall not be limited to: excavating,
loading, hauling, mixing, placing, shaping, and compacting.
The unit contract price per ton for “Bank Run Gravel for Trench Backfill”
constitutes complete compensation for all labor, material, tools,
supplies, and equipment necessary or incidental to furnish and place
the bank run gravel for trench backfill as shown on the plans and
described in the specifications. This includes but shall not be limited to:
excavating, loading, hauling, mixing, placing, shaping, and compacting.
The actual quantity for bank run gravel for trench backfill is unknown
since selected materials will be used wherever possible. The City has
entered a quantity in the proposal for the purpose of providing a
common proposal for all bidders.
The bid item “Dewatering” shall be paid by force account in accordance
with Section 1-09.6 of the WSDOT Standard Specifications. This
payment shall constitute complete compensation for all labor, tools,
materials, and equipment necessary to install all equipment necessary to
dewater the trench for installation of the new sanitary sewer pipe and
manhole. This item also includes all costs to dispose of water and to
submit plans and obtain approval from the City or other agencies as
required for the work to be completed.
For the purpose of providing a common proposal for all bidders, the
City has entered an estimated amount for force account for this item
in the proposal to become part of the total bid by the Contractor.
S. 192nd St Sanitary Sewer Repair/Howlett 7 - 10 June 15, 2020
Project Number: 20-3007
7-17 SANITARY SEWERS
SECTION 7-17.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.2 Materials
All sewer pipe for this project shall be solid wall PVC (Polyvinyl
Chloride), SDR 35, conforming to Section 9-05.12(1) of the WSDOT
Standard Specifications or ductile iron pipe, Class 50 conforming to
Section 9-05.13 of the WSDOT Standard Specifications.
All sewer pipe fittings shall be of the same materials as the pipe.
7-17.3 Construction Requirements
SECTION 7-17.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.3(1) Protection of Existing Sewerage Facilities
The Contractor shall have the sole responsibility for providing and
maintaining an adequate sewage bypass system through the project for
the duration of the sanitary sewer construction. The adequacy of the
bypass system shall be determined by the Engineer and corrected by
the Contractor as directed by the Engineer.
The connection between the new sewers and the existing sewer mains
shall be plugged and tied off to the top manhole step and left in place
until the new piping and the plugged manhole have been cleaned,
pressure tested, TV camera inspected, and ready for City Council
acceptance.
7-17.3(2) Cleaning and Testing
SECTION 7-17.3(2)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.3(2)A General
All sewer pipe shall be thoroughly cleaned to remove any solids or
construction debris that may have entered the pipe during construction
by jet cleaning or flush and pigging as approved by the City.
The Contractor shall be responsible to insure that material flushed from
sewers are trapped, and do not enter the downstream system. The City
shall approve the Contractors method prior to cleaning sanitary sewer
mains. The rate of flushing shall be such that the flow will not overload
the downstream sewers. The flushing of a sewer main tributary to a lift
station shall be coordinated with the Operations Division to insure that
the lift station is not overloaded.
City water used for cleaning sewer lines is not metered, but shall pass
through an approved double check valve assembly.
S. 192nd St Sanitary Sewer Repair/Howlett 7 - 11 June 15, 2020
Project Number: 20-3007
SECTION 7-17.3(2)F IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.3(2)F Low Pressure Air Test for Sanitary Sewers Constructed of Non
Air Permeable Materials
All testing shall be verified by the City Inspector. All sewer mains and
appurtenances shall be air pressure tested for leakage in accordance
with Section 7-17 of the WSDOT Standard Specifications as modified by
the following:
Procedure for Air Testing Sanitary Sewer Lines
For PVC and Ductile Iron Pipe - The Contractor shall furnish all facilities
and personnel for conducting the test under the observation of the
Engineer. The equipment and personnel shall be subject to the approval
of the Engineer.
The Contractor may desire to make an air test prior to backfilling for its
own purposes. However, the acceptance air test shall be made after
backfilling has been completed and compacted.
All wyes, tees, or ends of side sewer stubs shall be plugged with
flexible-joint caps, or acceptable alternates, securely fastened to
withstand the internal test pressures. Such plugs or caps shall be
readily removable, and their removal shall provide a socket suitable for
making a flexible-jointed lateral connection or extension.
Immediately following pipe cleaning, the pipe installation shall be tested
with low-pressure air. Air shall be slowly supplied to the plugged pipe
installation until the internal air pressure reaches 4.0 pounds per
square inch greater than the average back pressure of any ground
water that may submerge the pipe. At least two minutes shall be
allowed for temperature stabilization before proceeding further. Then,
disconnect the air supply and wait until the pressure drops to 3.5 psig
greater than the average back pressure of groundwater. The pressure
shall be held to the time indicated on the attached tables.
Groundwater Pressure
p = 0.4332 (z)
z = Distance between groundwater surface and centerline of pipe in
feet.
p = Average back pressure of groundwater above the centerline of
the pipe in psi.
If the pipe installation fails to meet these requirements, the Contractor
shall determine at its own expense the source or sources of leakage,
and he shall repair (if the extent and type of repairs proposed by the
Contractor appear reasonable to the Engineer) or replace all defective
materials or workmanship. The completed pipe installation shall meet
the requirements of this test before being considered acceptable.
S. 192nd St Sanitary Sewer Repair/Howlett 7 - 12 June 15, 2020
Project Number: 20-3007
Caution – When air testing adequate bracing is required to hold plugs in
place to prevent the sudden release of compressed air. A pressure of 4
psig against an 8-inch plug will cause a force of approximately 200 lbs.;
against a 12-inch plug, 450 lbs. The compressed air acts as a spring.
Proper precaution must be taken to prevent this force from propelling
the plug from the pipe like a bullet.
For systems where groundwater is negligible, at the inspector’s
discretion, pressure shall be maintained at 4.0 psig with no drop at the
time indicated on the attached graphs.
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 8 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 70 110 150 190 228 268 308 348 356
100 140 180 220 260 300 338 374 372 368
150 212 250 290 330 370 390 386 382 378
200 282 322 360 400 404 398 394 390 386
250 352 392 428 418 410 404 400 396 392
300 422 440 430 422 416 410 404 400 396
350 454 442 434 426 420 414 410 404 402
400 454 444 436 428 422 418 412 408 404
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 10 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 110 150 190 228 268 308 348 384 380
100 220 260 300 338 378 418 420 414 406
150 330 370 410 448 466 454 444 434 428
200 440 480 514 496 482 470 460 450 444
250 550 542 522 506 494 482 472 464 456
300 566 544 528 514 502 492 482 474 466
350 566 548 534 520 508 494 490 482 474
400 566 550 538 526 514 504 496 488 482
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 12 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 158 198 238 278 316 356 396 416 408
100 316 356 396 436 476 492 476 464 454
150 476 514 554 566 544 526 510 496 486
200 634 642 612 584 566 550 534 522 510
250 680 650 624 602 582 566 552 540 528
300 680 654 632 612 596 580 566 554 544
350 680 658 638 620 604 590 578 566 556
400 680 660 642 626 612 600 588 576 566
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
S. 192nd St Sanitary Sewer Repair/Howlett 7 - 13 June 15, 2020
Project Number: 20-3007
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 15 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 248 288 326 376 406 446 486 476 462
100 496 534 574 614 624 596 572 552 530
150 742 782 742 704 672 646 624 604 586
200 850 804 766 732 704 680 658 640 624
250 850 812 780 752 726 704 684 666 652
300 850 818 790 766 742 722 704 688 672
350 850 822 798 776 756 736 720 704 690
400 850 826 804 784 766 748 732 718 704
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 18 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 356 396 436 476 314 554 566 544 526
100 712 752 792 794 748 710 680 654 632
150 1020 952 896 850 810 778 748 722 700
200 1020 968 922 884 850 820 794 770 748
250 1020 978 940 906 876 850 826 804 784
300 1020 984 952 922 896 872 850 830 810
350 1020 990 960 916 912 890 868 850 832
400 1020 992 968 944 922 902 884 866 850
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 24 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 634 674 712 752 792 794 748 710 680
100 1268 1246 1156 1082 1020 968 922 884 850
150 1360 1282 1214 1156 1106 1060 1020 984 952
200 1360 1300 1246 1200 1156 1118 1082 1050 1020
250 1360 1312 1268 1228 1190 1156 1124 1096 1068
300 1360 1320 1282 1246 1214 1184 1156 1130 1106
350 1360 1324 1292 1262 1232 1206 1180 1156 1134
400 1360 1330 1300 1272 1246 1222 1200 1178 1156
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
SECTION 7-17.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.3(2)H Television Inspection
All new sanitary sewer extensions shall be TV camera inspected by the
City Operations Division prior to acceptance. All construction must be
completed and approved by the inspector prior to the TV inspection. All
manholes shall be channeled, and grade rings set in place prior to TV
inspection by the City. The casting and top grade ring, do not have to
be mudded in until after the final grade is established.
S. 192nd St Sanitary Sewer Repair/Howlett 7 - 14 June 15, 2020
Project Number: 20-3007
SECTION 7-17.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
7-17.3(2)I Vacuum Testing of Sanitary Manholes
All new sanitary sewer manholes shall be vacuum tested by the City
Operations Division prior to acceptance to ensure it is air-tight and not
susceptible to infiltration. On projects with more than one manhole, the
Contractor shall have all of the manholes ready for testing prior to
scheduling the air-testing with the project inspector. Manholes will not
be considered ready for testing until all grouting has been performed
and the frame and cover have been grouted in place. It is the
responsibility of the Contractor to ensure all manholes are ready for
testing prior to scheduling the testing through the inspector. Manholes
not ready for testing shall receive a failing mark and a re-test shall be
scheduled through the inspector once the manhole is ready. All retests
after failure shall be at the Contractor’s expense.
The Contractor shall bear all costs for correction of deficiencies found
during the vacuum testing, including the actual or overtime costs of city
crew for additional vacuum testing to verify the correction of
deficiencies.
SECTION 7-17.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.5 Payment
The unit contract price per lineal foot for “Ductile Iron Sewer Pipe, 15
Inch Diameter Class 52 Unlined” shall be complete compensation for all
labor, materials, tools, supplies and equipment necessary to furnish and
install the pipe at the locations shown on the plans and described in the
specifications. The bid item price includes but is not limited to: trench
excavation; hauling, backfill and compaction (when native material is to
be used), surface restoration, and cleanup. The bid price shall also
include fittings, wyes, tees, plugs, and joint materials; connection to
new or existing manholes and pipes, air testing; coordination for TV
inspection, additional costs for overtime work when working on other
than normal working hours.
The unit contract price per lineal foot for “Removal and Disposal of
Existing Sewer Pipe” constitutes complete compensation for all labor,
materials, tools, supplies and equipment necessary to remove the
existing sanitary sewer main pipe and the proper disposal of the pipe
off site.
7-18 SIDE SEWERS
7-18.3 Construction Requirements
S. 192nd St Sanitary Sewer Repair/Howlett 7 - 15 June 15, 2020
Project Number: 20-3007
SECTION 7-18.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-18.3(1) General
For new construction the Engineer will contact all property owners in
advance of any construction of either lateral or side sewers, and shall,
for the convenience of the Contractor, locate them in the field. Such
locations shall be marked by a stake or other suitable marker. The
Contractor shall be responsible for locating a “tee” in the main line
opposite each marker and shall construct a side sewer to terminate, as
nearly as practical at the property line or permanent easement line as
shown on the plans.
All side sewers shall terminate as specified above and shall be capped
and blocked to the satisfaction of the Engineer. In the event the side
sewer is a common side sewer, each branch shall be made and capped
as described above.
SECTION 7-18.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
7-18.3(6) Existing Side Sewers
For sewer replacement projects where side sewer locations have not
been indicated on the plans, it shall be the Contractor’s responsibility to
field verify the location of existing side sewers. Also, the Contractor
shall verify the actual location of existing side sewers that are indicated
on the plans.
Once the existing side sewer is exposed, the Contractor shall field
inspect the side sewers to determine the size and type of pipe and then
furnish the required pipe, adaptors, couplings and fittings that are
necessary to make the reconnections.
All openings to any abandoned side sewer that is exposed during
construction, shall be plugged by the Contractor. The plug shall be
watertight and shall meet with the approval of the Engineer.
SECTION 7-18.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-18.5 Payment
The unit contract price per lineal foot for “PVC Side Sewer Pipe, 6 Inch
Diameter” shall be complete compensation for all labor, materials,
tools, supplies and equipment necessary to furnish and install the pipe
at the locations shown on the plans and described in the specifications.
The bid item price includes but is not limited to: trench excavation
hauling, backfill and compaction (when native material is to be used),
surface restoration, and cleanup. The bid price shall also include
fittings, wyes, tees, plugs, and joint materials; connection to new or
existing manholes and pipes, air testing; vacuum testing coordination
for TV inspection and any additional costs for overtime work when
working on weekends.
S. 192nd St Sanitary Sewer Repair/Howlett 8 - 1 June 15, 2020
Project Number: 20-3007
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 temporary 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
S. 192nd St Sanitary Sewer Repair/Howlett 8 - 2 June 15, 2020
Project Number: 20-3007
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. Sewer Bypass Plan
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
S. 192nd St Sanitary Sewer Repair/Howlett 8 - 3 June 15, 2020
Project Number: 20-3007
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.
S. 192nd St Sanitary Sewer Repair/Howlett 8 - 4 June 15, 2020
Project Number: 20-3007
SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-01.3(17) Vehicle Maintenance and Storage
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 each for “Inlet Protection” shall be full pay
for furnishing all labor, materials, tools and equipment necessary to
construct, maintain, and remove when no longer required, this
temporary erosion control measure. No other further compensation will
be made.
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.
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Project Number: 20-3007
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
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.
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Project Number: 20-3007
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.
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.
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.
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Project Number: 20-3007
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
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.
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Project Number: 20-3007
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.
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,
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Project Number: 20-3007
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
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
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Project Number: 20-3007
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
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.
The bid item “Existing Irrigation System Modifications” shall be paid by
force account in accordance with Section 1-09.6 of the WSDOT
Standard Specifications. This payment shall constitute complete
compensation for all labor, tools, materials, and equipment necessary
to repair any impacted irrigation systems to create a completely restored
system as described above and as approved by the Engineer. This item
also includes all costs to submit plans and obtain approval from the
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Project Number: 20-3007
City as required for the work to be completed.
The extent of the irrigation system repairs, if any, are unknown. For
the purpose of providing a common proposal for all bidders, the City
has entered an estimated amount for force account for this item in
the proposal to become part of the total bid by the Contractor.
8-04 CURBS, GUTTERS, AND SPILLWAYS
8-04.3 Construction Requirements
SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-04.3(1) Cement Concrete Curbs, Gutters and Spillways
The City will provide control staking in accordance with Section
1-05.8(6) of the Kent Special Provisions.
If the curb and gutter flow line is found to deviate from the flow line
shown on the plans by more than 0.03 foot, the Contractor shall
remove the faulty section of curb and gutter and replace it with a new
section meeting specifications. The removal and replacement shall be at
no cost to the City.
SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-04.5 Payment
The unit contract price per linear foot for “Cement Concrete Curb and
Gutter” shall be considered complete compensation for all materials,
labor, tools and equipment required to install the curbs in accordance
with the plans, specifications and as directed by the Engineer.
8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES
SECTION 8-06.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-06.3 Construction Requirements
Cement Concrete Driveways shall be installed at the locations indicated
on the plans or where directed by the Engineer. See Kent Standard Plan
6-43.
Cement concrete driveways and associated cement concrete curb drops
shall be constructed using a 3-day mix. In addition, the Contractor shall
immediately implement temporary provisions for access so that no
driveway is out of service. Also the Contractor shall not simultaneously
work on more than one driveway serving a property.
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Project Number: 20-3007
SECTION 8-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-06.5 Payment
The unit contract price per square yard for “Cement Concrete Driveway,
8 Inch Depth, Reinforced” constitutes complete compensation for all
materials, labor and equipment required to install 8” thick cement
concrete driveway in accordance with the plans and specifications.
Reinforcing steel in the driveway shall be included in this bid item.
Reference Kent Standard Plan 6-43.
8-14 CEMENT CONCRETE SIDEWALKS
SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-14.1 Description
This work shall also consist of constructing wheel chair ramps at all
street intersections, curb return driveways, or other locations in
accordance with these specifications and in reasonable close conformity
to the dimensions and cross-sections shown in the plans and to the
lines and grades as staked by the Engineer.
8-14.3 Construction Requirements
SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
8-14.3(3) Placing and Finishing Concrete
The concrete shall be placed in the forms and struck off with an
approved straightedge. As soon as the surface can be worked, it shall
be troweled smooth with a steel trowel.
After troweling and before installing the contraction joints or perimeter
edging, the walking surfaces of the sidewalk and ramps shall be
brushed in a traverse direction with a stiff bristled broom. The curb face
and top on the monolithic cement concrete curb and sidewalk and the
cement concrete sidewalk with raised edge shall be smooth.
Expansion and contraction joints shall be constructed as shown in the
Standard plans. When the sidewalk abuts a cement concrete curb or
curb and gutter, the expansion joints in the sidewalk shall have the
same spacing as the curb. The expansion joint shall be filled to full
cross-section of the sidewalk with 3/8-inch premolded joint filler.
Sidewalk ramps shall be of the type specified in the plans. The
detectable warning pattern shall have the truncated dome shape shown
in the Standard Plans and may be formed by either embossing the wet
concrete, adding a manufactured material after the concrete has cured,
or installing masonry or ceramic tiles. When masonry or ceramic tiles
are used, the Contractor shall block out the detectable warning pattern
area to the depth required for installation of the tiles and finish the
construction of the concrete ramp. After the concrete has set and the
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Project Number: 20-3007
forms have been removed, the Contractor shall install the tiles using
standard masonry practices. The two-foot wide detectable warning
pattern area on the ramp shall be yellow and shall match the color of
“Standard Interstate Yellow” paint as specified in Formula K-2-83.
Yellow masonry paint for precast curbs, Formula H-3-83, may be used
for truncated dome patterns embossed into the concrete surface.
SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-14.5 Payment
Payment will be made in accordance with Section 1-04.1 for the
following bid items when included in the Proposal:
The unit bid per square yard for “Cement Concrete Sidewalk”
constitutes complete compensation for all materials, labor, tools and
equipment necessary to install cement concrete sidewalk and
wheelchair ramps as shown on the drawings and in accordance with the
Kent Special Provisions. Also included in the cost of this bid item is any
Crushed Surfacing Top Course or other rock or materials that may be
required for sidewalk installation. The unit price shall include but not be
limited to: restoration of areas adjacent to sidewalks and ramps that
are disturbed from sidewalk forms; and all other materials, labor, tools
and equipment to fulfill the requirements or as directed by the
Engineer.
8-22 PAVEMENT MARKING
SECTION 8-22.1 IS REVISED AS FOLLOWS:
8-22.1 Description
THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING:
A series of pairs of parallel SOLID WHITE lines, 8-feet long, 8 inches
wide, aligned parallel with the direction of traffic, with an 8 inch space
between the lines. Pairs are located as shown in Kent Standard Plan
6-75.
THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH THE
FOLLOWING:
A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4
inches wide, separated by a 4 inch space. The broken or “skip” pattern
shall be based upon the City’s 12-foot line and a 30-foot space, except
where the existing paint markings use a different pattern in which case
the existing pattern will be used. The solid line shall be installed to the
right of the broken line in the direction of travel.
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Project Number: 20-3007
THE FOLLOWING NEW PAVEMENT MARKING IS ADDED:
Yellow Painted Curb
A SOLID YELLOW stripe, just wide enough to completely cover the
concrete curbing.
SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-22.2 Materials
Material for pavement and curb markings shall be white or yellow paint
as noted in the Proposal and Bid Item Descriptions. All paint, including
the paint for the concrete curbs, shall be described in the Qualified
Products List as “Temporary Pavement Marking Paint – Low VOC
Solvent Based.” Paint and sprayed material shall be applied with a top
dressing of glass beads.
All Paint shall comply with the specifications for no heat, instant dry
pavement markings.
Glass beads shall be AC-110 Highway Street Spheres, or pre-approved
equal.
Material for pavement markings shall be paint, plastic or Raised
Pavement Markings (RPMs) as noted in the bid item. Paint and plastic
shall be selected from materials listed in the Qualified Products list
(QPL). Material for RPMs shall meet the requirements for Section
8-09.2.
8-22.3 Construction Requirements
SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING
PARAGRAPH TO THE END OF THIS SECTION:
8-22.3(2) Preparation of Roadway Surfaces
The preparation of roadway surfaces related to the installation of RPMs
shall meet the requirements of Section 8-09.3(1).
SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-22.3(3) Marking Application
The Contractor is responsible for providing traffic control and traffic
control devices as necessary to direct vehicular traffic away from
freshly painted traffic stripes until such time as the marking paint has
completely dried. Failure to ensure reasonable protection for the
undried paint stripes will result in the Engineer’s decision to adjust the
method of payment for damaged paint stripes. The Engineer’s decision
regarding the means of payment adjustment for vehicle damaged paint
stripes is final in this matter.
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Project Number: 20-3007
Type 2 markers may be warmed prior to setting by heating to a
maximum temperature of 120 F for a maximum of 10 minutes.
The second coat of yellow paint applied to concrete curbs shall have
glass beads applied at the rate of 12 pounds per 100 linear feet of
curbing.
SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-22.3(5) Installation Instructions
RPMs shall be installed per the requirements of Section 8-09.3(4).
SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-22.3(6) Removal of Pavement Markings
Where required for the construction of the project or where directed by
the Engineer, the Contractor shall remove pavement markings. The
pavement marking shall be obliterated until blemishes caused by the
pavement marking removal conform to the coloration of the adjacent
pavement.
Painting is not an acceptable method for obliteration or removal of
pavement markings.
Where the project involves overlay or pavement, paint stripes do not
have to be obliterated unless specifically called for on the Project Plans,
or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes
of all types, plastic buttons, and plastic lane markers shall be removed
prior to any overlay of pavement or where the roadway is being
rechannelized or where specified on the Plans. Also see Section
8-09.3(1) of the Kent Special Provisions.
The City has not shown the existing pavement markings on the plans.
The bidder shall visit the site to determine the extent, location and type
of items to be removed.
SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-22.4 Measurement
Permanent Channelization shall be measured by lump sum.
SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-22.5 Payment
Payment will be made in accordance with Section 1-04.1, for each of
the following bid items that are included in the Proposal:
The contract price per lump sum for “Permanent Channelization”
constitutes complete compensation for all labor, materials, tools,
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Project Number: 20-3007
supplies and equipment necessary to furnish and install permanent
channelization at the locations shown on the plans and described in the
specifications. This work includes replacing the impacted double yellow
center line, white lane lines and any other markings impacted as a
result of this project.
DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS:
8-27 SEWER BYPASS SYSTEM
8-27.1 Description
Temporary sewer bypass system shall be installed at locations where
insitu main replacement is shown on the plans or as directed by the
Engineer.
8-27.2 Materials
They system shall be composed of pumps and piping sized to provide
the capacity of the expected flows for the area being serviced by the
main. All fittings shall be leak-tight and universal to permit the addition
or removal of sections as required.
8-27.3 Construction Requirements
The Contractor’s rehabilitation methods will impact the existing side
sewers that contribute flow to the system. The Contractor shall be
responsible for accommodating these flows at all times during their
work. The Contractor shall reinstate all side sewers shown on the plans
or found during the sewer main installation.
The Contractor will be responsible for the operation and maintenance of
the bypass system to accommodate the flows for the duration of the
sewer main construction.
The Contractor shall furnish pertinent design information, materials,
piping, appurtenances, labor, equipment, maintenance and power to
implement and maintain the bypass system for controlling existing
wastewater flows around the work area as required to complete the
project.
8-27.5 Payment
The Lump Sum Contract price for “Temporary Sewer Bypass System”
shall be complete compensation for all labor, materials, tools, supplies
and equipment necessary for the Contractor, when required, to provide
the flow of sewage around the section or sections of pipe designated for
replacement. Plugging the line at an existing upstream manhole and
pumping the flow into a downstream manhole or adjacent system shall
make the bypass. The pumps and bypass lines shall be of adequate
capacity to accommodate the sewage flow. The City requires the
Contractor to submit a detail of the proposed bypass system for review
and approval of the City prior to installation of the system.
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Project Number: 20-3007
8-28 POTHOLE UTILITIES
8-28.1 Description
This work shall consist of potholing utilities at the locations shown on
the plans and described in the specifications. The Contractor shall notify
the Engineer, a minimum of 24 hours before the pothole work is
performed, to coordinate the work with Survey. Each pothole shall
include standby time to allow Surveyors to accurately measure the
location and depths of existing utilities.
8-28.2 Materials
Backfill and surfacing material shall match conditions of pothole
location. Pothole work located in asphalt concrete pavement, shall be
backfilled with gravel borrow and crushed rock, then patched with
asphalt cold mix. Pothole work located in cement concrete shall be
backfilled with gravel borrow, then patched with cement concrete.
Pothole work not on paved surfaces shall be backfilled with native
material.
8-28.3 Construction Requirements
The pothole shall be of sufficient size and depth to expose existing
utilities to determine potential conflicts and verify compatibility with
designs. Excavation; hauling, dewatering; backfill, compaction, surface
restoration, and cleanup are included with this work.
8-28.4 Measurement
Pothole utilities shall be measured per pothole work performed.
8-28.5 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 contract price per each for “Pothole Utilities” constitutes complete
compensation for all labor, materials, tools, supplies, and equipment
necessary to pothole utilities at the locations shown on the plans and
described in the specifications.
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Project Number: 20-3007
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.
S. 192nd St Sanitary Sewer Repair/Howlett 9 - 2 June 15, 2020
Project Number: 20-3007
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.
SECTION 9-03.17 IS DELETED AND REPLACED WITH THE FOLLOWING:
9-03.17 Foundation Material Class I and Class II
Foundation Material Class I and Class II shall be used to replace
unsuitable material removed from unstable pipe trench bottoms.
Foundation Material Class I and Class II shall conform to the following
gradations:
Percent Passing
Sieve Size Class I Class II
6” square 100 ---
4” square --- 100
2” square 0 65-85
1” square --- 40-70
1/4” square --- 20 max
All percentages are by weight.
In addition, all rock shall be sound, angular ledge rock or recycled
cement concrete pavement meeting the following specifications.
Suppliers of recycled cement concrete products shall have a quality
assurance program reviewed and approved by the City.
Each rock or piece of recycled cement concrete pavement shall have at
least two fractured faces.
Adsorption 3% max
(Corps of Engineers CRD-C-107)
Accelerated Expansion (15) days 15% max
Soundness 5% max loss
Density (solid volume) 155 pcf min
Specific Gravity 2.48 min
9-03.21 Recycled Material
SECTION 9-03.21(1)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
S. 192nd St Sanitary Sewer Repair/Howlett 9 - 3 June 15, 2020
Project Number: 20-3007
9-03.21(1)D Recycled Steel Furnace Slag
Steel Furnace Slag shall not be used for any purposes.
9-13 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK FOR
EROSION AND SCOUR PROTECTION AND ROCK WALLS
SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
9-13.8 Rock for Ditches
Rocks for ditches shall meet the following requirements for grading:
Sieve Size Percent Passing
12” 95 to 100
6” 40 to 60
3” 10 to 20
3/4” 0 to 5
9-14 EROSION CONTROL AND ROADSIDE PLANTING
9-14.2 Topsoil
SECTION 9-14.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.2(1) Topsoil Type A
Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 –
67% sand and/or sandy loam and 33 – 50% composted organic
material by volume. Total organic matter shall be at least 5% by dry
weight for areas where turf will be installed, and at least 10% by dry
weight for all other landscape areas. Organic matter shall be
determined by Loss-on-Ignition test. Acceptable tests include the most
current version of ASTM D2974 “Test Methods for Moisture, Ash, and
Organic Matter of Peat and Other Organic Soils,” and TMECC 05.07A
“Loss-On-Ignition Organic Matter Method.”
Compost-Amended Planting soil shall not contain any viable seeds or
roots capable of sprouting any State-listed noxious weed, or invasive
root-propagating plants including but not limited to horsetail, ivy,
clematis, knotweed, Scot’s broom, reed canary grass, Himalayan
blackberry, etc. Soil found to contain these prohibited viable plant
materials shall be removed and replaced at the Contractor’s expense.
A. The soil shall meet the following requirements.
1. The mixed soil shall meet the following gradation:
S. 192nd St Sanitary Sewer Repair/Howlett 9 - 4 June 15, 2020
Project Number: 20-3007
Screen
Size *
Percent
Passing
2 inch 100
1 inch 99-100
5/8” 90 – 100
1/4" 75-100
*Maximum particle length of 6 inches
B. Shall have a pH range between 5.5 and 8.5. The pH shall be
determined by soil test.
C. Organic material shall consist of composted yard debris or organic
waste material composted for a minimum of 3 months. Compost
shall consist of 100% recycled content and meet all requirements
for compost in Section 9-14.5(8) of the Standard Specifications.
D. Submit a certified laboratory analysis from an accredited soils
testing laboratory indicating the Material source and compliance
with all planting soil and compost specifications to the Engineer or
project Ecologist for approval no less than seven (7) days before
delivery to the Project Site. The analysis shall be with a sample
size of no less than 2 pounds.
E. Site specific soil testing (after placement of material) may be
required for projects requiring more than 50 cubic yards of
compost-amended planting soil A Contractor provided accredited
laboratory approved by the Engineer shall make recommendations
for amendments required for optimum growth at no cost to the
owner. The Contractor will be allowed five (5) Working Days to
complete the testing from the time of written notice given by the
Engineer.
F. A sample of the compost amended planting soil 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 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
9-14.2(4) Sandy Loam
Sandy loam shall consist of soil having a maximum clay content of ten
percent by weight. In addition, soil particles shall meet the following
requirements for grading:
Passing 1 inch sieve (square opening) ......... 100%
Passing 1 mm sieve .................................. 80% minimum
Passing 0.15 mm sieve .............................. 15% maximum
S. 192nd St Sanitary Sewer Repair/Howlett 9 - 5 June 15, 2020
Project Number: 20-3007
SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.3 Seed
Hydroseed:
Seed shall be “Blue Tag” or certified quality. The Contractor shall
deliver in unopened containers with mixture seed content and inert
material content plainly marked on the outside of the container.
Grasses used shall meet the following specifications:
Mix A (Roadside and Erosion Control Grass):
Weight
Proportion
Seed Mix “A”
Ingredient
Min. %
Pure Seed
Min. %
Germination
Max. %
Weed Seed
40% Perennial Ryegrass 98% 90% 0.5%
40% Creeping Red Fescue 98% 85% 0.5%
10% Colonial Bentgrass 98% 90% 0.5%
10% White Dutch Clover
(Pre-inoculated)
98% 90% 0.5%
Mix B (Landscaped Area Grass):
Weight
Proportion
Seed Mix “B”
Ingredient
Min. %
Pure Seed
Min. %
Germination
Max. %
Weed Seed
15% Creeping Red Fescue 95% 90% 0.5%
10% Chewings Fescue 95% 90% 0.5%
40% Perennial Ryegrass 95% 90% 0.5%
20% Alta Tall Fescue 95% 90% 0.5%
15% Annual Ryegrass 95% 90% 0.5%
The Contractor shall submit to the Engineer the manufacturer's
Certificate of Conformance for seed. A complete analysis of the seed
shall be submitted to the City for approval including percent of pure
seed, germination, other crop seed, inert and weed and the germination
test date.
The City reserves the right to reject any or all plant material at any
time until final inspection or acceptance. The Contractor shall remove
rejected plants immediately from site. The Contractor shall produce
upon request sales receipt for all nursery stock and certificates of
inspection.
SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.4 Fertilizer
Fertilizer for trees: Fertilizer shall consist of slow-release commercial
fertilizer (6-10-8).
Fertilizer for upland seeded areas: Lilly Miller or approved equal to
provide the following nutrients: All areas which are seeded shall
receive fertilizer of the following proportions and formulation:
S. 192nd St Sanitary Sewer Repair/Howlett 9 - 6 June 15, 2020
Project Number: 20-3007
Total available Nitrogen ........... 16% of weight (of which 50% is
derived from ureaform)
Total available Phosphorous ..... 16% of weight
Total available Potassium ......... 16% of weight
Fertilizer for wetland seeded areas: All areas which are seeded in
wetlands or in detention ponds shall receive fertilizer of the following
proportions and formulation:
Total available nitrogen ........... 21%
(Analyzed as N)
Available phosphorous ............. 0%
(Analyzed as P205)
Available potassium ................ 10%
(Analyzed as K20)
Above percentages are proportioned by weight.
The Contractor shall deliver fertilizer to the site in original unopened
containers bearing manufacturer's chemical analysis, name, trade
name, trade mark, and indication of conformance to state and federal
laws. Instead of containers, fertilizer may be furnished in bulk with
certificate indicating the above information.
9-14.5 Mulch and Amendments
SECTION 9-14.5(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.5(8) Compost
Compost shall not contain any sawdust, straw, green or under-
composed organic matter, under-sterilized manure or toxic or otherwise
harmful materials.
SECTION 9-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
9-14.5(10) Wood Cellulose Fiber
Wood cellulose mulch shall be specially processed 100 percent virgin
wood fiber containing no growth or germination-inhibiting ingredients.
It shall be manufactured in such a manner that after addition and
agitation in slurry tanks with water, the fibers in the material will
become uniformly suspended to form a homogenous slurry. When
hydraulically sprayed on the ground, the material shall allow the
absorption and percolation of moisture.
Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier
or approved equal.
Organic matter content shall be at least 93 percent on an oven-dry
basis as determined by ASTM D 586. The moisture content shall be no
more than 15 percent as determined by oven dried weight. Each
S. 192nd St Sanitary Sewer Repair/Howlett 9 - 7 June 15, 2020
Project Number: 20-3007
package of the cellulose fiber shall be marked by the manufacturer to
show the dried weight content.
S. 192nd St Sanitary Sewer Repair/Howlett A - 1 June 15, 2020
Project Number: 20-3007
KENT STANDARD PLANS
The following Kent Standard Plans supplement all other plans, which have been
prepared for this project and are considered to be a part of the project plans.
SEWER
4-1 Sanitary Sewer Manhole Type 1 48” & 54”
4-4 Sanitary Sewer Manhole Cover
4-5 Manhole Grade Ring, Safety Steps & Ladder
4-7 6” Cleanout
4-8 Side Sewer Stub Connection
4-9 Residential Side Sewer Connection
4-13 Adjustment of New and Existing Utility Structures to Finish Grade
STREET
6-33 Cement Concrete Curbs
6-34 Curb and Sidewalk Joint Example
6-35 Expansion and Contraction/Control Joints
6-74 Typical Lane Markings
6-75 Thermoplastic Crosswalk Markings
6-76 Thermoplastic Arrows, Stop Bars & Only Legend
6-79 Typical Pavement Markings
PRECAST BASE JOINT
*
*4" MIN.16" MAX.26" MAX.MAX. HEIGHT 25'48" OR 54"12"(TYP.)24"
MORTAR
FILLET
6" FOR 48" DIA
8" FOR 54" DIA
*6"
FOR SEPARATE
CAST IN PLACE
ONLY
SEPARATE CAST IN PLACE OR
SEPARATE PRECAST BASE
"O" RING
REINFORCING STEEL (FOR
SEPARATE BASE ONLY)
0.23 SQ. IN./FT. IN EACH
DIRECTION FOR 48" DIA
0.19 SQ. IN./FT. IN EACH
DIRECTION FOR 54" DIA.
REINFORCING STEEL (FOR PRECAST BASE WITH INTEGRAL RISER) 0.15 SQ.
IN./FT. IN EACH DIRECTION FOR 48" DIA 0.19 SQ. IN./FT. IN EACH
DIRECTION FOR 54" DIA.
1'-0"
CSTC PIPE BEDDING, 12" MIN. COMPACTED DEPTH.
PRECAST BASE WITH INTEGRAL RISER
CONSTRUCT IN FIELD: CHANNEL AND SHELF TO THE CROWN
OF THE PIPE, SLOPE=2% (TYP.) 1/4" PER FOOT
LADDER EMBEDDED IN CHANNEL SHELF SEE STANDARD PLAN 4-5
PRECAST RISER SECTIONS. GROUT SECTION JOINTS AND PICKHOLES (TYP)
DROP RUNG SAFETY STEPS, SEE STANDARD PLAN 4-5
PRECAST CONE (ECCENTRIC UNLESS OTHERWISE SPECIFIED)
HANDHOLD (TYP.) SEE STANDARD PLAN 4-5
3/8" GROUT, INSIDE, OUTSIDE AND IN BETWEEN GRADE RINGS
ADJUSTMENT GRADE RINGS, LEVELING BRICKS MAY BE USED ON TOP
RING, SEE STANDARD PLAN 4-5
MANHOLE FRAME AND LOCKING COVER, SEE STANDARD PLAN 4-4
DESIGN ASSUMPTIONS HEIGHT:
8' TO 12'; SOIL BEARING VALUE EQUALS 3300 #/FT. (MIN.) HEIGHT:
OVER 12' TO 25'; SOIL BEARING VALUE EQUALS 3800 #/FT. (MIN.)
7. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED. IN
LOCATIONS WITH HIGH WATER TABLES, EXTERIOR COATING AND
JOINT SEALANT TAPE WILL BE REQUIRED TO PREVENT HYDRO
STATIC WATER INFILTRATION OF MANHOLE.
8. MORTAR 3/8" LINING OUTSIDE, INSIDE, AND IN BETWEEN THE
ADJUSTMENT SECTION TO FORM A SMOOTH WATERTIGHT FINISH.
9. GROUT ALL MANHOLE SECTION JOINTS AND PICKHOLES OUTSIDE
AND INSIDE TO A SMOOTH FINISH.
10.400 FT MAXIMUM SPACING OF MANHOLES (TYP).
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT
BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY
THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON
FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON
REQUEST.
NOTES:
1.MANHOLE REQUIRED WHEN CONNECTION TO MAIN IS 8" DIA. OR GREATER.
2.MANHOLES TO BE CONSTRUCTED IN ACCORDANCE W/ AASHTO M-199 AND
(ASTM C 478) UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE
WSDOT STD. SPECS.
3.PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS.
KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM.
4.KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER
PLUS MANHOLE WALL THICKNESS. MAX. HOLE SIZE IS 36" FOR 48"
MANHOLE , 42" FOR 54" MANHOLE. MIN. DISTANCE BETWEEN HOLES IS 8".
5. MANHOLE RINGS & COVERS SHALL BE
IN ACCORDANCE WITH WSDOT
STANDARD SPECIFICATIONS & MEET
THE STRENGTH REQUIREMENTS OF
FEDERAL SPECIFICATION RR-F-621D.
MATING SURFACES SHALL BE
FINISHED TO ASSURE NON-ROCKING
FIT WITH ANY COVER POSITION.
6.ALL BASE REINFORCING STEEL SHALL
HAVE A MIN. YIELD STRENGTH OF
60,000 PSI AND BE PLACED IN THE
UPPER HALF OF THE BASE WITH 1"
MIN. CLEARANCE.
12" MIN.
18" MAX.
1'-0"
4" MIN.
8" SEWER
MAIN
4" MIN.
LATERAL CONNECTIONS TO MATCH
MAINLINE CROWN. CONNECTION AT
EX. SHELF HEIGHT UNACCEPTABLE
FLOW
CHANNEL
6" MIN.SLOPE 1/4" PER 12"
KOR-N-SEAL BOOT
CONNECTION (TYP.)
SECTION A-A
A
A
PRECAST BASE WITHINTEGRAL RISER18"
TYP.
5"
CAST IRON NON-LOCKING COVER
LIGHT RINGS=6"
HEAVY RINGS=9"
3/4"
5"
1 1/4"
24"
25 1/4"
26 3/8"
33 3/4"
23 3/4"
1"
2"3/8"
1"
2 1/2"
25"
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT
BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY
THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON
FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON
REQUEST.
1.SEAT OF COVER AND FRAME MACHINED.
2.NON-ROCKING FIT FOR MANHOLE COVERS.
3.BREAK ALL SHARP CORNERS WHERE POSSIBLE.
4.CASTING TO BE SHOT BLASTED AND FREE FROM SURFACE SAND AND SCALE.
5.CASTING TO BE SMOOTH, TRUE TO PATTERN, FREE FROM BLOWHOLES,
POROSITY, HARD SPOTS, SHRINK HOLES, WARP, OR ANY OTHER DEFECTS
WHICH COULD IMPAIR SERVICEABILITY.
6.CASTINGS SHALL BE COATED AS DIRECTED
BY THE ENGINEER.
LOCKING DEVICES FOR COVER MAY BE USED
PROVIDING DETAILS HERE ARE NOT CHANGED
2"x3/8" LETTERS ON
COVER-"SEWER"
NON SKID PATTERN
TO BE CAST INTEGRAL
ON TOP OF COVER
1" CORE-
1 HOLE
8 WEBS 1/2" THICK
HEAVY RINGS - (9" DEPTH) USE WHERE
PORTLAND CEMENT CONCRETE PAVEMENT IS
BEING PLACED TO THICKNESS GREATER THAN 6"
LIGHT RINGS - (6" DEPTH) USE WHERE PAVEMENT
THICKNESS IS 6" OR LESS
MACHINED SEAT
NOTES:
1. MANHOLE STEPS CONFORMING TO SECTION R, ASTM C-478. AASHTO M-199
REQUIREMENTS AND REQUIREMENTS OF ASTM D-4101 FOR POLYPROPYLENE AND
ASTM A-615 FOR 1/2" GRADE 60 DEFORMED REINFORCING BAR FOR POLYPROPYLENE
STEPS, AND ALL WISHA AND OSHA SPECIFICATIONS, ARE ACCEPTABLE PROVIDED
THEY ARE PRE-APPROVED BY THE ENGINEER.
2. PREFABRICATED LADDERS ARE TO BE #7 GALVANIZED SMOOTH STEEL.
3. MANHOLE PREFABRICATED LADDER STEPS SHALL BE PARALLEL OR APPROXIMATELY
RADIAL AT THE OPTION OF THE MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY
MANHOLE SHALL BE THE SAME.
POLYPROPYLENE DROP RUNG MANHOLE STEP
NOTES:
5"4"5"24"
GRADE RING
1" CLEARANCE #4 BAR
MANHOLE STEP
GALVANIZED DROP RUNG MANHOLE STEP
12" MIN.
6"
12" MIN.
3"
MIN.
6 1/2"4' MAX.11 1/2"
9 1/2"
MIN.9"6"
12" MIN.
3 1/2"12"
1" RADIUS 3"
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT
BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY
THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON
FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON
REQUEST.
4.PENETRATION OF OUTER WALL BY A
STEP LADDER OR LADDER LEG IS
PROHIBITED. USE FLANGED END FOR
BOLTING TO WALL.
5.EMBED FOOT OF GALVANIZED
PREFABRICATED LADDER IN CONCRETE
IN POURED OR CHANNELED FLOOR.
6.MANHOLE STEPS OR LADDERS ARE NOT
REQUIRED WHEN THE COVER TO
BOTTOM OF MANHOLE IS LESS THAN 4'.
12"
GALVANIZED PREFABRICATED LADDER
POLYPROPYLENE PREFABRICATED LADDER
SEE NOTE 5
SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
6" FOR STEP
3" FOR HANDHOLD
9 1/8" FOR STEP
6 1/8" FOR HANDHOLD
HANDHOLD
DROP RUNG
MANHOLE STEP 11 3/4" MIN.
CENTER TO
CENTER
SEE NOTE 5
11 3/4" MIN.
CENTER TO
CENTER
12"
(BELL x SPIGOT)
6"-45° ELBOW
6" WYE
OF CLEANOUTBEGINNING SLOPE
WATER TIGHT PLUG
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT
BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY
THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON
FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON
REQUEST.
6" SIDE SEWER SEE
STANDARD PLAN 4-8M
10"
NOTES:
1.CAST IRON TO CONFORM TO A.S.T.M.
A48-56 CLASS 30.
2.COVER SHALL BE OLYMPIC FOUNDRY
M1007 OR EQUIVALENT MARKED
"SEWER-CO" OR "CO".
3.TRACER WIRE = 12 GUAGE INSULATED
SOLID COPPER WIRE, GREEN PLASTIC
COATED. BARE END OF WIRE
PERMANENTLY CONNECTED TO TEE AT
MAIN WITH A SS HOSE CLAMP. WRAP
SIDE SEWER AND INSTALL WIRE
WITHIN CLEANOUT COVER, COIL
ENOUGH LENGTH TO BRING ABOVE
GRADE 18 INCHES FOR LOCATE
PURPOSES.
SEE NOTE 3 8 7/8"
2'-0"1/2"CAST IRON RING & COVER
CLEANOUT RING & COVER
15"
7"1 1/4"9"2"10"2'-0"15"
7 3/4"2 7/8"8 3/4"4"5/8"10"INDICATED-HT. 1/8"
WIDE BORDER
1/8" RAISE - 1/2"
SPACED 3/4" AS
3/4" SQUARES
CLASS 3000
CEMENT CONC.
1"
1"
1/2"
7 3/4"7 3/4"
9"
10"
2'-0"2"2%2%
6" PVC
THREADED PLUG
8" PVC PIPE (FOR SLEEVE)
FIBER JOINT PACKING
(OPTIONAL)
SEE NOTE 2
CLASS 3000
CEMENT CONC.
SEE NOTE 3
CLEANOUT STATION6" PIPE
6" TEE
DESIGNATED BY THE ENGINEER
AS CALLED OUT ON THE PLANS ORDESIGNATED BY THE ENGINEERAS CALLED OUT ON THE PLANS ORLINE
PROPERTY
6" WYE
PLAN
SEWER MAIN
6" TEE
6" WYE
CLEANOUT RING AND LOCKING COVER,
SEE KENT STANDARD PLAN 4-7
SANITARY
SEWER MAIN
1' MAX.
4' MAX.
NOTES:
1. JOINT DEFLECTION SHALL NOT BE
GREATER THAN RECOMMENDED BY THE
PIPE MANUFACTURER AND APPROVED
BY THE ENGINEER.
2. MINIMUM SLOPE SHALL BE 1%. MAX.
PERMISSIBLE SLOPE SHALL BE 2 HORIZ.
TO 1 VERT. UNLESS SPECIFIED
OTHERWISE.
3. PIPE SHALL BE PVC, CAST IRON, OR
DUCTILE IRON CLASS 50, MIN. SIZE 6".
SIZE AND MATERIAL SHALL BE AS
SPECIFIED ON THE PLANS OR
APPROVED BY THE ENGINEER.
4. 5' MINIMUM SEPARATION BETWEEN
SEWER MAIN TAPS.
ADAPTER WHERE PREAPPROVED
BY THE ENGINEER FOR COUPLING
DIFFERENT PIPE MATERIALS.6' DEEP (SEE SECTION 4.6.E)12 GAUGE INSULATED
SOLID COPPER TRACER
WIRE, GREEN PLASTIC
COATED. PERMANENTLY
CONNECT WIRE TO THE
INSIDE OF CLEANOUT
BOX WITH STAINLESS
STEEL HOSE CLAMP
12 GAUGE INSULATED SOLID COPPER
LOCATING WIRE, PLASTIC COATED.
PERMANENTLY CONNECT WIRE TO TEE
WITH STAINLESS STEEL HOSE CLAMP
APPROVED WATER
TIGHT PLUG
SS
STAMP 3 INCHES
HIGH, 1/4 INCH
DEEP "SS"
CURB
GUTTER
90°
18 INCHES MIN. OF TRACER
WIRE COILED INSIDE OF COVER
ABOVE CLEANOUT CAP
MATCH PAVEMENT FINISHED
GRADE OR SLOPE TO NATIVE
MATERIAL ON ALL SIDES
PROPERTY LINE
SIDE SEWER PIPEFRONT OF HOUSEREAR OF HOUSESIDE OF HOUSER/W LINEPROPERTY LINE
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT
BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY
THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON
FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON
REQUEST.
NOTES:
1. 45°-90° BEND
2. CONNECTION TO BUILDING SEWER
3. RUBBER COUPLING REQUIRED TO PIPE AT HOUSE
4. 3' MIN., 5' MAX. DISTANCE FROM HOUSE
5. 24" MIN. COVER
6. 4" DIA. SIDE SEWER TO HOUSE
7. 6" X 4" REDUCER
8. CLEANOUT (SEE STANDARD PLANS 4-7 AND 4-8)
9. 6" DIA. SIDE SEWER STUB TO PROPERTY LINE
(SEE STANDARD PLAN 4-8)
10. BEND, WYE AND CLEANOUT
11. CLEANOUT BELOW GRADE. 1' MAX.
10
9
8
7
6
1
3
2
5
11 "C"4
"D"
"A""B"SIDE OF HOUSE TO P/LFRONT OF HOUSE TO R/W
OR PROPERTY LINE
1. 4" (MIN. SIZE) SEWER PIPE REQUIRED ON PROPERTY.
2.2% MIN. GRADE (1/4" FALL PER FT) FOR 4" PIPE 100%
MAX. GRADE (12" PER FT).
3.JOINTS MUST BE MADE WITH RUBBER TYPE GASKET
APPROVED BY THE ENGINEER.
4.CONSTRUCTION ON PRIVATE PROPERTY MAY BE DONE
BY OWNER BUT REQUIRES A PERMIT.
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT
BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY
THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON
FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON
REQUEST.
TYPICAL PLAN VIEW OF
MANHOLE (OR CB) IN ASPHALT AREA
SECTION A-A
MANHOLE OR CATCH BASIN
IN UNIMPROVED AREA
VALVE BOX IN ASPHALT AREA
VALVE BOX IN UNIMPROVED AREA
MANHOLE MAY
INCLUDE OTHER
UTILITY MANHOLE
SAWCUT LINE,
6' DIAMETER
EXISTING
A.C.
PAVEMENT
SEE NOTE 36' DIAMETER
6' DIAMETER OR
6' SQUARE
SEE NOTE 3
8" MIN. HMA PER KDCS
6.16, OR 8" MIN. DEPTH
CONC. OR THICKNESS OF
ROADWAY, WHICHEVER
IS GREATER
SEE NOTE 5
VALVE BOX AND LID
ARE FLUSH WITH EXISTING
GRADE
12"
VALVE BOX, LID AND CONC.
COLLAR SHALL BE FLUSH
WITH EXISTING GRADE
12"3'
12"
NOTES:
1. ADJUSTMENT OF UTILITY STRUCTURES SHALL BE PER KENT OR WSDOT
SPECIAL PROVISION SECTION 7-05.3(1), AS DIRECTED BY CITY OF KENT.
2.ALL ADJUSTMENTS SHALL BE COMPLETED AFTER FINISHED PAVING.
3.SURFACE SEAL AT MATCHLINE SHALL BE AR-4000.
4.VALVE IN UNIMPROVED AREAS SHALL HAVE A MARKER.
5.FILL ANY VOIDS OR DISTURBED AREAS BELOW CASTING WITH QUICK
SETTING CEMENT CONCRETE. NO CALCIUM
ACCELERANT PERMITTED. CONCRETE
SHALL EXTEND A MIN. OF 2" ABOVE
CASTINGFLANGE.
FOG TITE VALVE POST
MARKER, 60# NOTE 4
SEE NOTE 5
8" MIN. HMA PER
KDCS 6.16, OR 8"
MIN. DEPTH CONC.
SEE NOTE 5
8" MIN. HMA PER
KDCS 6.16, OR 8"
MIN. DEPTH CONC.
8" MIN. HMA PER
KDCS 6.16, OR 8" MIN.
DEPTH CONC.
SEE NOTE 5
42"
EXISTING
GRADE
COMBINED CURB AND GUTTER1/2"R12"6"5 1/2"
6"12"
1
"
R
1
"
R
1"6"12"
24"12"3 1/2"2"10"4"6 1/2"CURB TRANSITION
NOTES:
1.CONCRETE CLASS 3000. TYPICAL, UNLESS WITHIN DRIVEWAY SECTION, SEE DRIVEWAY
STANDARD PLANS.
2.ROLLED CURB MAY ONLY BE USED WITHIN A CUL-DE-SAC OR ON A PRIVATE STREET.
3.IN ROADWAY SECTIONS WITH SUPER ELEVATION, THE GUTTER PAN WILL MATCH THE
ADJACENT PAVEMENT SLOPE.
4.DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. CONSTRUCTION TOLERANCE SHALL BE
1% MIN AND 2% MAX.
5.FORMS SHALL BE STEEL UNLESS OTHERWISE APPROVED. FORMS SHALL BE SET TRUE TO
LINE AND GRADE AND SECURELY STAKED PRIOR TO CONCRETE PLACEMENT.
COMBINED CURB AND GUTTER
ROLLED CURB
SIDEWALK
5"1"6"10"
2 1/2"2 1/2"1 1
/2
"R1 1/2"R1"R1"R
EXTRUDED CURB
PAVEMENT
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
1% MIN. -
2% MAX.
1.5%
9"EDGE OF TRAFFIC LANE12"R13"RFULL DEPTH BOND BREAK MATERIAL:
30 LB ROOFING FELT, 6 MIL PLASTIC
OR APPROVED EQUAL
1
/
2
"
R
MAINTAIN FLOW LINE WITHOUT VERTICAL
LIP BETWEEN GUTTER AND CURB
6"12"1"6"VARIES1 1/2"R1 1/2"3"8"
EXTRUDED CURB UNDER GUARDRAIL
NOTE:
FACE OF CURB SHALL
NOT EXTEND BEYOND
THE FACE OF
GUARDRAIL TOWARD
THE TRAFFIC LANE
18"
6"
ROLLED CURB24"
4"
MAINTAIN EDGE
OF CONCRETE CURB
+ SLOPE
=
1
/
2
"
- SLOP
E
=
1
"
EPOXY
ADHESIVE
FOR FRESH
CONCRETE
6"12"1"6"DRIVEWAYADA RAMP
5'-0" HAND TROWELED
TAPER SECTION
2% MAX.1.5% MAX.
GUTTER SHALL BE 8"
THICK AND REINFORCED
WHEN INSTALLED NEAR
COMMERCIAL DRIVEWAYS
C OF CURBL
SEE NOTE 4
1/2" FOR POSITIVE SLOPE
1" FOR NEGATIVE SLOPE
4" THICK SIDEWALK
SECTION A-ANOTES:
1.AN EXPANSION JOINT CONSISTING OF 3/8" x FULL DEPTH OF PREMOLDED
JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES, POSTS,
AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED
AREAS. JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF
AASHTO M33 (ASTM D994).
2. AN EXPANSION JOINT CONSISTING OF 3/8" x FULL DEPTH OF PREMOLDED
JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT 150 FOOT
MAX. INTERVALS, AT SIDES OF DRAINAGE INLETS AND AT P.C. AND P.T. OF
CURB RETURNS, WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY
SLIP-FORMING, A PREMOLDED STRIP UP TO 1/2" THICK AND UP TO FULL
DEPTH MAY BE USED.
3.EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE
JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR
SEPARATED BY PLANTING STRIP.
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
6.INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON
INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH
1/4" RADIUS EDGING TOOL. ON SEPARATE POUR INSTALL
BOND BREAK JOINT MATERIAL FULL DEPTH BETWEEN THE
CURB OR THICKENED EDGE, ADA RAMP AND THE ADJACENT
SIDEWALK.
7.ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS AND
OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS
MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE
GRADE OF THE SURROUNDING SIDEWALK. SUCH
APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES
OF ADA RAMPS OR DRIVEWAY WINGS.
CB
CB
4. CONTRACTION/CONTROL JOINTS
CONSISTING OF 1/4" WIDE x 25% SLAB
DEPTH SHALL BE TOOLED INTO
CONCRETE FINISH AND SHALL BE MADE
IN SIDEWALK AT FIVE FOOT INTERVALS,
INTERMEDIATE TO THE EXPANSION
JOINTS.
5. AS ALTERNATIVE TO EXPANSION JOINTS
AROUND STRUCTURES, REINFORCING
BARS MAY BE EMBEDDED IN CONCRETE
ON FOUR SIDES OF STRUCTURES.
CURB RAMP
OR DRIVEWAY
AA
SEE KENT STANDARD
PLAN SECTION 5 FOR
ADDITIONAL CB GRATE
REQUIREMENTS
FULL WIDTH ADA DETECTABLE
WARNING SURFACE (TYP.)
1/4" WIDE x 25% SLAB DEPTH
(1" MIN.) CONTRACTION/CONTROL
JOINT (TYP.) SEE NOTE 4
1/4" WIDE x 25% SLAB
DEPTH (1" MIN.)
CONTRACTION/CONTROL
JOINT (TYP.) SEE NOTE 4
LEGEND:
BOND BREAK JOINT
EXPANSION JOINT
CONTRACTION/CONTROL JOINT
FULL DEPTH BOND BREAK MATERIAL:
30 LB ROOFING FELT, 6 MIL PLASTIC
OR APPROVED EQUAL
FULL DEPTH BOND BREAK MATERIAL:
30 LB ROOFING FELT, 6 MIL PLASTIC
OR APPROVED EQUAL. SEE NOTE 6
3/8" EXPANSION JOINT
(TYP.) SEE NOTE 2
3/8" EXPANSION JOINT
(TYP.) SEE NOTE 2
3/8" EXPANSION JOINT
(TYP.) SEE NOTE 1
FULL DEPTH BOND BREAK MATERIAL:
30 LB ROOFING FELT, 6 MIL PLASTIC
OR APPROVED EQUAL. SEE NOTE 6
BLDG
SIDEWALK
WIDTH VARIES
1.5%
6" CEMENT CONCRETE DRIVEWAY APRON
AND GUTTER FOR RESIDENTIAL DRIVEWAYS.
8" REINFORCED CEMENT CONCRETE APRON
AND GUTTER FOR COMMERCIAL DRIVEWAYS.
5'
150' MAX.
5'
150' MAX.
4"
CURB, GUTTER AND SIDEWALK CROSS SECTION
CONTRACTION/CONTROL JOINT
DETAIL "B"
EXPANSION JOINT
DETAIL "A"
DRIVEWAY CROSS SECTION
DRIVEWAY
(TYP.) SEE DETAIL "A"
EXPANSION JOINT
2"
4" MIN.
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
3/8"x FULL DEPTH EXPANSION JOINT
MATERIAL, 150' MAX. O.C. SEE NOTES
NOTES:
1. EXPANSION JOINT MATERIAL TO BE 3/8" x FULL DEPTH AND SHALL BE
PLACED AT 150' O.C. SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE
IN CONFORMANCE WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4).
2. CONTRACTION/CONTROL JOINT SHALL BE 1/4" WIDE BY 25% SLAB DEPTH;
1" DEEP FOR 4" SLAB, 1.5" DEEP FOR 6" SLAB, 2" DEEP FOR 8" SLAB, AT 5'
SPACING.
3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB
& GUTTER AND SIDEWALK AT P.C. & P.T. AT
ALL CURB RETURNS AND ALL ANGLE POINTS.
4. FORM AND SUB-GRADE INSPECTION
REQUIRED BEFORE POURING CONCRETE.
5. EXPANSION JOINTS IN SIDEWALKS AND
CURBS SHALL BE ALIGNED WITH EACH
OTHER AND NOT OFFSET.
6. DESIGN SIDEWALK CROSS GRADE SHALL
BE 1.5%. CONSTRUCTION TOLERANCE
SHALL BE 1% MIN AND 2% MAX.
BROOMED FINISH
PERPENDICULAR
TO PEDESTRIAN
TRAVEL (TYP.)
CURB AND GUTTER
CONTRACTION/CONTROL
JOINT (TYP.) SEE DETAIL "B"
4"
CONTRACTION/CONTROL
JOINT, 5' O.C. SEE NOTE 2
2" CRUSHED SURFACING
TOP COURSE
4" CONCRETE PER WSDOT
STD. SPECIFICATION 8-14
2"
4"
2"
SIDEWALK
3/8"x FULL DEPTH
EXPANSION JOINT
MATERIAL, SEE
NOTE 1
PEDESTRIAN TRAVEL DIRECTION
2" SHINE
FINISH
7.WHERE SIDEWALK CROSSES HYDRANT LATERAL; CENTER 3' WIDE
PANEL ACCROSS LATERAL, USE EXPANSION JOINT, SEE KENT
STANDARD DETAIL 3-1.
8.ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS AND OTHER
APPURTENANCES WITHIN THE SIDEWALK LIMITS MUST INCLUDE A
SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE
SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE
PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS.
SS
FOR NEW SEWER CONSTRUCTION;
STAMP FACE OF CURB WHERE SIDE
SEWER CROSSES PERPENDICULAR TO
CURB. 3" HIGH LETTERS 1/4" DEPTH.
4" SHINE
FINISH
4"
EXPANSION
JOINT (TYP.)
SEE DETAIL "A"
PLANTER STRIP
(WHEN REQ'D)
EXPANSION
JOINT (TYP.)
SEE DETAIL "A"
FULL DEPTH BOND BREAK MATERIAL:
30 LB ROOFING FELT, 6 MIL PLASTIC
OR APPROVED EQUAL
2" SHINE
FINISH
SHINE
FINISH
4" SHINE
FINISH
(TYP.) SEE DETAIL "A"
EXPANSION JOINT
TYP.
SEE NOTE 6
TRAFFIC DIRECTION
18" YELLOW BARRIER
LINE1"
BARRIER LINE
18"-TYPE 2Y RPM'S EQUALLY SPACED
21'(TYP.)
TRAFFIC DIRECTION
TRAFFIC DIRECTION
TYPE 2Y RPM
30'11'
SKIP CENTER LINE
1'
4" YELLOW LINE
TRAFFIC DIRECTIONTRAFFIC DIRECTION
WIDE LINE
8" WHITE LINE
3'9'
8" WHITE LINE
DROP LANE LINE
TYPE 2W RPM
1"
EDGE LINE
4" WHITE OR YELLOW LINE
1'
TYPE 2W RPM
30'11'
4" WHITE LINE
LANE LINE
6'
8" WHITE LINE
TYPE 2W RPM
8'
DOTTED WIDE LINE
4" YELLOW LINE
DOUBLE YELLOW CENTER LINE
TYPE 2YY RPM
4" GAP
20'
TRAFFIC DIRECTION
TWO WAY LEFT TURN LINES
TRAFFIC DIRECTION
4" GAP
10'
VARIES (300' MAX.)
TWO WAY LEFT TURN LANE
5'2.5'
30'1'
TYPE 2W RPM
4" GAP 20'
4" GAP
NOTE:
1.THIS DETAIL TO BE USED ONLY WHEN
DEVELOPMENT PROJECTS ARE
REQUIRED TO MATCH EXISTING RPM
LANE MARKINGS.
2.RAISED PAVEMENT MARKERS (RPM'S)
SHALL BE INSTALLED PER WSDOT
STANDARD SPECIFICATIONS 8-09,
9-02.1(8), 9-26.2 AND 9-21.
TRAFFIC DIRECTION
TRAFFIC DIRECTION
TRAFFIC DIRECTION
TRAFFIC DIRECTION
TRAFFIC DIRECTION
NOTES:
1. FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES,
CENTER THERMOPLASTIC BARS ON THE LANE LINES, AND IN THE CENTER OF THE
TRAVELED PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE THERMOPLASTIC.
2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB
RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE
OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS.
3. GLASS BEADS (PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE ADDED TO ALL
THERMOPLASTIC CROSSWALKS AND STOP BARS.
TYPICAL 4 LANE ROADWAY CONFIGURATION
*
*
TIRE TRACKS (TYP.)GUTTER LINE OR EDGE OF TRAVELED LANE12"
SPACED (TYP)
EQUALLY
LANELCROADWAYLCLANELC24" WHITE THERMOPLASTIC
CROSSWALK LINE
24"
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
8'
4' MIN
12"-24" WHITE STOP LINE,
WIDTH AS DIRECTED BY
THE ENGINEER
STOP BAR DETAIL
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
NOTES:
1. THERMOPLASTIC TYPE 'A' MATERIAL SHALL BE USED, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
PLACEMENT PER WSDOT STANDARD SPECIFICATION 8-22, MATERIALS PER WSDOT 9-34.
2. GLASS BEADS (PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE ADDED TO ALL
THERMOPLASTIC CROSSWALKS AND STOP BARS.
5'-9"8'-0"1'-8"12'-0"0'-6"
3'-0"12'-0"0'-6"0'-6"
3'-7"
0'-6"20'-0"LENGTH VARIES
12"-24" WIDE WHITE STOP BAR,
WIDTH AS DIRECTED BY THE ENGINEER
NOTES:
1.PER BIKE RIDER SYMBOL DETAIL.
2.PER ARROW DETAIL ON THIS PLAN.
3.BIKE PAVEMENT MARKINGS SHALL BE
PLACED IMMEDIATELY AFTER EVERY
INTERSECTION. CENTERED IN LANE OR
AS SHOWN ON THIS PLAN
4.SEE ROADWAY CROSS SECTION
STANDARD PLANS 6-2 TO 6-13.
5.ALL MARKINGS SHALL BE WHITE
PLASTIC MATERIAL AS SPECIFIED IN
ACCORDANCE WITH WSDOT STANDARD
SPECIFICATION 9-34.
6.SIGNING SHALL BE PER THE MUTCD.
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
BIKE LANE LAYOUT
OF
STREET
CL
BIKE LANE ARROW DETAIL
FACE OF CURB LINE
OR EDGE OF PARKING
SEE NOTE 3
SEE NOTE 1
VARIES, SEE NOTE 4 5'
3'-0"
6"
SEE NOTE 2
BIKE RIDER SYMBOL DETAIL
PEDESTRIAN SYMBOL DETAIL
X
Y
6'-0"
3'-0"
30MPH OR LESS
SPEED
30MPH OR GREATER
4'-0"
6'-0"
2'-1"
3'-2"
X Y
2'-8"
6'-0"
3"
1'-0"
8" SOLID WHITE
LANE LINE
TRAFFIC DIRECTION6'-0"
S. 192nd St Sanitary Sewer Repair/Howlett A - 2 June 15, 2020
Project Number: 20-3007
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: 06/30/2020
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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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.