HomeMy WebLinkAboutCAG2020-131 - Original - Specialized Pavement Marking, Inc. - 2020 Plastic Markings - 05/08/2020ApprovalOriginator: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
May 7, 2020
CAG2020-131
DATE: April 21, 2020
TO: Kent City Council
SUBJECT: 2020 Plastic Markings Bid - Award
MOTION: Award the 2020 Plastic Markings Project to Specialized Pavement
Marking, Inc. in the amount of $150,630 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 consists of installing permanent signing, installing new and
refreshing existing plastic pavement markings including stop lines, crosswalks,
traffic arrows, traffic letters on various City of Kent Streets and traffic separator
curb with delineator posts on James St, all in accordance with Kent Special
Provisions, and the WSDOT Standard Specifications.
The bid opening for the 2020 Plastic Markings Project was held on April 14, 2020
with four bids received. The lowest responsible and responsive bid was submitted
by Specialized Pavement Marking, Inc. in the amount of $150,630.
Bid Tab Summary:
01. Specialized Pavement Marking, Inc. $150,630.00
02. Stanley Patrick Striping Co.$157,652.50
03. Stripe Rite, Inc.$172,647.00
04. Apply-A-Line LLC $215,987.50
Engineer's Estimate $211,660.00
BUDGET IMPACT: The project is funded by Business and Occupation Funds.
SUPPORTS STRATEGIC PLAN GOAL:
Evolving Infrastructure - Connecting people and places through strategic investments in physical
and technological infrastructure.
ATTACHMENTS:
1.Plastic Markings Bid Tab (PDF)
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
2020 Plastic Markings
Project Number: 20-3011.2
BIDS ACCEPTED UNTIL BID OPENING
April 14, 2020 April 14, 2020
10:45 A.M. 11:00 A.M.
DELIVER TO
CITY OF KENT, CITY HALL
220 4th Avenue S., Kent, WA 98032-5895
TIMOTHY J. LAPORTE, P.E.
PUBLIC WORKS DIRECTOR
INDEX
Section 1 Bidder’s Package
Section 2 Payment and Performance Bond
and Contract
Section 3 Table of Contents
Section 4 Kent Special Provisions
Section 5 Kent Standard Plans
Section 6 WSDOT Standard Plans
Section 7 Appendix
Section 8 Permits
Section 9 Traffic Control Plans
Section 10 Prevailing Wage Rates
BIDDER'S \\v0ynqlt
vlnn Ktn$ , lnc
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
2O2O Plastic Markings
Project Number = 2O-3O l!.2
BIDS ACCEPTED UNTXL
April L4t 2A2O
1O:45 A.M.
BID OPENING
April L4,2O2O
11:OO A.M.
DELIVER TO
clTY oF KENT, CITY HALL
22A 4t}n Avenue S., Kent, WA gg032-Sggs
TIMOTHY J, |-APORTE, P,E.
PUBLIC WORKS DXRECTOR
KENT
WAsHlNcroN
Page 1 Bid Package
Provided to Builders kchange of WA, lnc. For usage conditions Agreement see www.bxwa.com - Always Verify Scale
ORDER OF CONTENTS FOR BID PACKAGE
Invitation to Bid
Contractor Com pl iance Statement
Declaration - City of Kent Equal Employment Opportunity Policy
Administrative Policy L.2 - Minority and Women Contractors
City of Kent Equal Employment Opportunity Compliance Statement
(to be completed AFTER COMPLETION)
Proposal
City of Kent Subcontractor List (over $100K)
Subcontractor List (over $1 million)
Contractort Qual ifi cation 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
Bidde/s Checklist
Page 2
Prorided to Builders Exchange of WA, lnc. For usage Ccnditions Agreement see nvwvn bxwa.com - Always Verify Scale
INVITATION TO BTD
Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City
Clerk's office through April 14t 2O2A 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:
2O2O Plastic Markings
Project Number: 2O-3Ol 1.2
The City of Kent will conduct the bid opening at the time and date as scheduled,
however, due to the Coronavirus and its impacts there will be several changes to the
Bid Opening Process as follows.
Call the City Clerk at (253) 855-5725 to drop off bids. The City Clerk will 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 we encourage attendees to
stand 6 feet or more apart.
The project consists of installing permanent signing, installing new and refreshing existing plastic
pavement markings including stop lines, crosswalks, traffic arrows, traffic letters on various City
of Kent Streets as detailed in the Appendices, all in accordance with Kent Special Provisions, and
the WSDOT Standard Specifications.
The Engineer's estimated range for this project is approximately $200,000 to $225,000. Bid
documents may be obtained by contacting City of Kent Engineering Department, Nancy
Yoshitake at 253-856-5508. For technical questions, please call Gursimran Singh at 253-856-
5668.
Bids must be clearly marked *Bid" with the name of the project on the outside of the envelope,
addressed to the City Clerk , ?,2O 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.oov/doino-
businees/bids-oroeurement. 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 L1olo of the labor hours must be performed by
apprentices. KCC 6.01.030.
A cashier's check, cash or surety bond in the arnount of 5o/o of the bid must be included with the
bid.
llrge 3
Prodded to Builders Rchange of WA, lnc- For usage Conditions Agreement see wwtv.bxwa,com - Always Verify Scale
award of the contract will not occur until the City of Kent has reviewed all bids for
responsiveness and responsibility determinations and the Kent City Council has formally
awarded the contract.
No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit
or as a defense to any action based upon the neglect or refusal to execute a contract.
Bidders must submit with their initial bid a signed statement as to whether they have previously
performed work subject to the President's Executive Order No. 11246.
No bidder may withdraw his/her bid for a period of sixW (60) days after the day of bid opening.
Dated this 26th day of March, 2020.
BY
Kimberley A.City Clerk
Published in Daily Journal of Commerce on March 31 and April 7, 2A2O.
Page 4
Provided to Builders Exchange of WA, lnc- For usage Conditions Agreement see wrivw.bxrua.com - Always Verifu Scale
CONTRACTOR COMPLIANCE STATEMENT
(President's Executive Order #Lt246)
,{\a\zau
Da
This statement relates to a proposed contract with the City of Kent named
2O2O Plastic Markings
Project Number: 2O-3O11.2
I am the undersigned bidder or prospective contractor. I represent that -
1. IX have,have not, pafticipated in a previous contract or
subcontract subject to the President's Executive Order #L1246 (regarding equal
employment opportunity) or a preceding similar Executive Order.
a\\?A rq^ic4n0ftr [llarKryr l\wL'
NAME OF BIDDER
BY Rre qdtml
RE/rrrLE \7\CI1. K ynCU
itMG S\Al lnd[STl"at tnmv
TUq,\fttrvl, 0K 41AbL
ADDRESS
(Note to Bidders: The information required in this Compliance Statement is
informational only)
2020 Plastic Markings/Singh 1
Project Number: 20-301 1.2
Page 5
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see www.blorva.com - Always Verify Scale
March 30, 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 pedorm work
with relation to this contract shall comply with the regulations of the Cityt equal
employment opportu nity 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 agree to fulfill the five requirements referenced above.
zfd ?e\J0!Y\Orrrr MfirKr yl inc
rre s\doybr
+la\uu
By:
For
Title:
Date:
2020 Plastic Markings/Singh 2
Project Number: 20-3011.2
Page 6
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wvrnar.b)wa.com - Always Verify Scale
March 30, 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 oppoftunity 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
oppoftunity policy.
2. Monitoring to assure adherence to federal, state and local laws, policies and
guidelines.
2020 Plastic Markings/Singh 3
Project Number: 20-3011.2
Page 7
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wunru.bxwa.com - Always Verify Scale
March 30, 2020
CITY OF KENT
EQUAL EMPLOYMENT OPPORTUNIW
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 2O2O Plastic
Markings/Project Number: 2O-3O11.2 that was entered into on the (Date)
between the firm I represent and the City of Kent.
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.
By:
For:
Title:
Date
2020 Plastic Markings,/Singh 4
Project Number: 20-3011.2
Page 8
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wvrnru.b)ffva.com - Always Verify Scale
March 30, 2020
PROPOSAL
To the City Clerk
City Hall
Kent, Washington 98032
rhe undersisned hereby ceftifies ur"t GPUttl\iZrd PAUS{YltlHr- Md t-Kfn4, lltc,
has examined the job site and constructidn details of the work as outlined on thd
plans and described in the specifications for the project named 2O2O Plastic
Markings/Project Number: 2O-3O11.2for 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 undeftake 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 SECTIONNO. NO.
APPROX.
OUANTITY
ITEM UNIT
PRICE
TOTAL
AMOUNT
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.
2020 Plastic Markings/Singh 5
Project Number: 20-3011.2
Page 9
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see www.b)ava.com - Always Verify Scale
March 30, 2020
ITEM
NO.
SECTION
NO.
APPROX.UNIT
PRICE
TOTAL
AMOUNT
ITEM
oo P1000L-09.7
WSDOT
1
LUMP SUM
Mobilization $ trS,aP $ \5,oe
Per LS
oq
1005 8-22.5
KSP
600
LN FT
$lo
Per LF
Removing Raised Profile
Plastic Line
$.t
L,ttoo
1010 100
LN FT
8-22.5
WSDOT
Plastic Stop Line
(12 inch wide)
$${ $Lto
Per LF Soo
1015 8-22.5
WSDOT
750
LN FT
Plastic Stop Line
(24 inch wide)
-cL$r5 $
Per LF
UJ
ll,z90
1020 8-22.5
WSDOT
750
LN FT
Plastic Line
. t>O$L-
Per LF
$uo
Ll $co
$8 oo
1025 8-22.5
WSDOT
3,550
sQ Fr
Plastic Crosswalk Line $*Per SQ FT 73,40
1030 8-22.5 42
WSDOT EACH
Plastic Traffic Arrow $nte $..P
\1, 55oPer EA
eP (P
1035 8-22.5
KSP
2
EACH
LOAD ZONE Plastic Traffic
Letter
$ l5e
Per EA
$ l,sbo
1040 Intersection Turn Extension
Line
$Zo $ l,octoz
CP8-22.5
KSP
350
LN FT Per LF
1045 8-22.5
WSDOT EACH Per EA
2020 Plastic Markings,/Singh 6
Project Number: 20-3011.2
Page 10
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wunru.bxwa.com - Always Verify Scale
2 Plastic HOV Symbol $ l,'zrr
ato
$ 7,o*-
March 30, 2020
ITEM
NO.
SECTION
NO.
UNTT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTIry
ITEM
uoo?f-$l
Per EA
$3 ZA C>1050 8-22.5
KSP
8 Plastic Pedestrian Pavement
MarkingEACH
1055 cg
$ lo,o
Per LF
$ 3p,on
.fl8-10.5
KSP
300
LN FT
Traffic Separator Curb w/
Delineator Posts
1060 8-22-5
WSDOT
200
LN FT
$LoeGore Chevron Markings
(12 inch wide)
ee
Per LF
$t1 o oo
1065 B-22.s
KSP
250
SQ FT
$5e
Per SF
E-Additional Plastic Traffi c
Marking Removal ?90$1,
Uniformed Off-Duty
Police Officer
$fue $7,v*
(gto701-10.5
KSP
90
HOURS Pei rlR
(980.00 Min)
LO75 1-10.5
KSP
605
HOURS
$19
Per HR
$ 6ogeTraffic Control Labor
1080 1-10.5
KSP
130
HOURS
$1e
Per HR
$ \3DTraffi c Control Supervisor a
1085 1-10.5
KSP
1
LUMP SUM
Temporary Traffic Control
Devices
$ 17,€"o9 t l:On lz,soo -Per LS
DO ct?1090 1-10.5
KSP
30
DAYS
$l
Per DAY
$gPoftable Changeable
Message Sign (PCMS)
1095 1-10.5
KSP
15
DAYS
Sequential Arrow Sign (SAS) $ 1e
Per DAY
$ \53
2020 Plastic Markings/Singh 7
Project Number: 20-3011.2
Page I 1
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wrnnrv.bxwa.com - Always Verify Scale
March 30, 2020
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
1100 1-7.1s(1)
WSDOT
1
LUMP SUM
SPCC Plan uP
$ 5u'-g
$$co
Per LS
110s 1-04.4(1)
WSDOT
Minor Changes $2,500.00x $2,500.00
Per CALC
1
CALC
c;ro
Total $l5o,l"\o
2020 Plastic Markings/Singh 8
Project Number: 20-3011.2
Page12
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see www.b)flva.com - Always Verify Scale
March 30,2020
CITY OF KENT SUBCONTRACTOR LIST
(Contracts over $100,000)
List each subcontractor, from any tier of subcontractors, that shall perform
subcontract work amounting to more than 10olo of the total bid contract price. List
each bid item to be performed by each designated subcontractor in numerical
sequence. If no subcontractors will be performing L0olo or more of the work,
indicate this by writing "None" and signing this form at the bottom of the
Page, Failure to submit a fully completed and signed subcontractor list after the time
set for bid opening may disqualify your bid.
Project Name:2O2O Plastic Markinas Nortr
Project Number:2(l-3tl11_?
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
CONTRACTOR'S SIGNATURE
2020 Plastic Markings,/Singh 9
Project Number: 20-3011.2
Page '13
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wrnnrv.bxwa.com - Always Verify Scale
March 30, 2020
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)Nlft
Name of Bidder:
Project Name:)O)n Dlnsfia Markinrrc
Project Number:20-3011.2
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 heating, ventilation, and air conditioning; plumbing; and electrical, or to name
itself for the work.
Failure of the Bidderto submit, as part of the Bid, the names of such subcontractors
or to name itself to perform such work or the naming of two or more subcontractors
to peform the same work shall render the Bidder's Bid non-responsive and, therefore,
void.
Heating, Ventilation, and Air Conditioning Subcontractor Name:
Plumbing Subcontractor Name :
Electrical Subcontractor Name
Signature of Bidder Date
2020 Plastic Markings/Singh 10
Project Number: z0-30tl.2
Page 14
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see www.b)ft\1a.com - Always Verify Scale
March 30, 2020
CoNTRACTOR'S QUALI FICATTON STATEM ENT
(RCW 39.O4.35O)
THE CITY WILL REVIEW THE CONTRACTOR'S RESPOAISES TO THIS FORM TO
DETERMINE WHETHER THE BIDDING CONTRACTOR.TS RESPONSIBLE TO
PERFORM THE CONTRACT WORK. TTIIS FORM TNCLUDES CRITERIA
ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A
RESPO TSIALE BIDDER AND QUALIFIED TO BE AWARDED TttIS aUBLIC
WORKS PRO'ECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY
THE CIW 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 contractort 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 cityt decision that a bidder
is or is not responsible to pedorm the contract work.
Any bidder may make a formal written request to the city to modify the criteria set
fofth in this qualification statement, but that request may only be made within 48
hours of the date and time that the bidder first obtains the bid documents or three (3)
business days prior to the scheduled bid opening date, whichever occurs first. If the
city receives a modification request, it will consider any information submitted in the
request and will respond before the bid submittal deadline. If the city's evaluation
results in changed criteria, the city will issue an addendum establishing the new or
modified criteria.
If the city determines that, based on the criteria established in this statement, a
bidder is not responsible to 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 peform the contract work to appeal the city's
determination. No appeals will be received after the expiration of this 24 hour appeal
period. The city may deliver this notice by hand delivery, email, facsimile, or regular
mail. In the event the city uses regular mail, the delivery will be deemed complete
three days after being placed in the U.S. Mail. The bidder's right to appeal is limited
to the single remedy of providing the city with additional information to be considered
before the city issues a final determination. Bidder acknowledges and understands
that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy
of any kind or nature is available to the bidding contractor if the City determines that
the bidder is not responsible to perform the contract work.
2020 Plastic Markings/Singh 11
Project Number: 20-3011.2
Page '15
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wunar.b)eva.com - Always Verify Scale
March 30, 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 STGA' THIS FORM AS PART OF YOUR BID, FAILURE TO
PROPERLY COMPLETE TIIIS FORM MAY ALSO RESULT IN A DETERMINATION
THAT YOUR BID IS AIOAI-RESPOAISIVE AND THEREFORE VOID.
THIS DOCUMENT HAS IMPORTANT TEGAL CONSEQUENCEST 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 mi ing.
SUBMITTED BY:
NAME:
ADDRESS:
PRINCIPAL OFFICE:
ADDRESS:
PHONE:
FAX:
tt
(K Pncc
MfrrKf lnc.
tt 4t \\Id{
tudt\amn, DK 611vloL
,g0WtrC 6ts 0ttzD\i?
5\?"&gg-0rl-2u
gD? sKz"&VA
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 certificatq of
registration in comptiance with chapter L8.27 Rcw. 6gg 7frllr,Untrq
t.2 Provide your current state unified business identifier number. Vb>" 0U t" b0+
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 depaftment 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 Seruice
Registration and Licenses" form is typically sufficient evidence of the
requirements of this subsection. ,Etf, dci160VltA
t',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
2020 Plastic Markings/singh 12 March 30, 2020
Project Number: 20-3011.2
Page 1 6
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wunar. bxwa.com - Always Verify Scale
control by the owners of the bidder's company, are not and have not
been in the past three (3) years, disqualified from bidding on any public ,,
works contract under RCW 39.06.010 or 39.12.065 (3). SO(, fl||A W(4
1.5 Provide a signed statement, signed under penalty of perjury by a person
with authority to act and speak for your company, that within the three-
year period immediately preceding the bid solicitation date, your
company is not a "willful" violator as defined in RCW 49.48.082, of any
provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a
final and binding citation and notice of assessment issued by the
Department of Labor and Industries or through a civil judgment entered
by a couft of rimited or senerarjurisdicrion. St& dttt60rncd
1,6 Provide proof that a designated person or persons with your company
has either received training from the depaftment 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.L2 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.-
sei-641- (^0{\(.cL
SUPPLEMENTAL CRITERIA - Estabtished by the City to determine bidder
responsibility
2,ORGANIZATION
2.1 How many years has your organization been in business as a Contractor?
2.2 How many years has your organization been in business under its
present business name?
2.2.1 Under what other or former names has your organization
operated?
2.3 If your organization is a corporation, answer the following:
2.3,t Date of incorporation:
2.3.2 State of incorporation:
2.3.3 President's name:
2.3.4 Vice-president's name(s) :
2.3.5 Secretary's name:
2.3.6 Treasurer's name :
2.4 If your organization is a partnership, answer the following:
2.4,1 Date of organization:
2.4.2 Type of paftnership (if applicable):
2,4.3 Name(s) of general paftner(s):
2,5 If your organization is individually owned, answer the following:
2.5.1 Date of organization:
2.5.2 Name of owner:
2020 Plastic Markings/Singh 13
Project Number: 20-3011.2
Page 17
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wvurv.bxwa.com - Always Verify Scale
March 30, 2020
2,6 If the form of your organization is other than those listed above, describe
it and name the principals:
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.
3.2 List jurisdictions in which your organization's partnership or trade name
is filed.
4. EXPERIENCE
4.1' List the categories of work that your organization normally performs with
its own forces.
4,2 Claims and Suits. (If the answer to any of the questions below is yes,
please attach details.)
4.2.L Has your organization ever failed to complete any work awarded to
it?
4.2.2 Are there any judgments, claims, arbitration proceedings or suits
pending or outstanding against your organization or its officers?
4,2.3 Has your organization filed any law suits or requested arbitration
with regard to construction contracts within the last five years?
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.)
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.
4.4.L State total worth of work in progress and under contract:
4.5 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 peformed with your own forces.
4.5,1State average annual amount of construction work performed
during the past five years:
4.6 On a separate sheet, list the construction experience and present
commitments of the key individuals of your organization.
4.7 On a separate sheet, list your major equipment.
2020 Plastic Markings/Singh 14
Project Number: 20-301 1.2
Page 1 8
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wvrnru.bxwa.com - Always Verify Scale
March 30, 2020
5. REFERENCES
5,1 Trade References:
5.2 Bank References:
5,3 Surety:
5.3,1 Name of bonding company:
5.3.2 Name and address of agent:
FINANCING
6.1 FinancialStatement.
After bid opening, the City may require the following financial information
from any of the three apparent low bidders. If so required, the selected
bidder(s) must respond with this financial information within 24 hours of
the City's request for that information. The Cityt 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).
6.L.2 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).
6.2 Will the organization whose financial statement is attached act as
guarantor of the contract for construction?
2020 Plastic Markings/Singh 15
Project Number: 20-3011.2
Page 19
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see www.b)eva.com - Always Verify Scale
6.
March 30, 2020
7. SIGNATURE
7.t
By:
Title:
Name of Organization:
Dated at this 340", "r ftf h I , zozo
rKr
nrggdqn{r"
c
7.2
Subscribed and sworn before m th
Notary Public
My Commission Expires
t(\(rp YnLv being duly sworn, deposes and says that the
information provided herein is true and sufficiently complete so as not to
be misleading.
y,-
ffi -"x$.F!#li+ffs"-\ffi;/ coMMlssloNNo.99S4oo
MY COMMISSION EXPIRES MARCH 26' 2024
day of 2020
2020 Plastic Markings,/Singh 16
Project Number: ?O-3OLL.2
Page 20
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wwiv.b><wa.com - Always Verify Scale
March 30, 2020
Corporate Office:
11095 SW Industrial Way, Suite A
Tualatin, Oregon 97062
Phone: 503-885-0420; Fax 503-582-8629
Oregon CCB License: 138591
Washington Office:
14330 32nd Street East
Sumner, WA 98390
WA Contractor License: SPECIPM00BQ
SPECIALIZED PAVEMENT MARKING, INC.
Power Sweeping . Striping . Related Services
2020 Plastic Markings
CITY OF KENT. PROJECT #20-3OLL.2
Statuto ry Re q u i re m e nts :
r.4
1.5
Mark P e, President
Specialized Pavement Marking, lnc. has not been in the past three (3)
years, disqualified from bidding on any public works contract under RCW
39.06.010 or 39.12.065 (3).
Specialized Pavement Marking, lnc. 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 lndustries or through a civil
judgment entered by a court of limited or generaljurisdiction, within the
three-year period immediately preceding the bid solicitation date.
4- to-'Lazo
Date
Corporate Office:
1 1095 SW lndustrial Way, Suite A
Tualatin, Oregon 97062
2.1
2.2
2.3
2.4
2.5
2.6
Washinston Office:
3102 NW B Street
Auburn, WA 98001
3
4
SPECIALIZED PAVEMENT MARKING, INC.
Power Sweeping . Striping . Related Services
2020 Plastic Markings
CITY OF KENT - PROJECT #20-30tt.2
Specialized Pavement Marking, lnc. has been in business as a Contractor Since 1995.
Specialized Pavement Marking, lnc. has been under its present business name since l-997.
2.2.1, Former Business Name: Asphalt Services of Oregon - 1995-1997.
Our business is a Corporation:
2.3.L Date of lncorporation: September 1997
2.3.2 State of lncorporation: Oregon
2.3.3 President's Name: Mark Price
2.3.4 Vice President's Name: Mark Price
2.3.5 Secretary's Name: Bob Everton
2.3.6 Treasurer's Name: Bob Everton
N/A
N/A
N/A
Licensing - See Attached List.
Experience:
4.1 Categories of Work: Pavement Marking/Striping and associated tasks, Stripe Removal,
Rumble Strips, Curbing, and Traffic Control.
4.2.1Ever failed to complete any work awarded to it? No.
4.2.2 Any Judgments, claims, arbitration proceedings or suits pending or outstanding? No.
Page 7 of2
Corporate Office:
11095 SW lndustrial Way, Suite A
Tualatin, Oregon 97062
Washington Office:
3102 NW B Street
Auburn, WA 98001
SPECIALIZED PAVEMENT MARKING, INC.
Power Sweeping . Striping . Related Services
4.2.3 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? No.
4.4 See Attached Sheet.
4.5 See Attached Sheet.
4.6 See Attached Sheet.
4.7 See Attached Sheet.
5 References:
5.1 See Attached Sheet
5.2 See Attached Sheet
5.3.1 Name of Surety: Fidelity & Deposit Company of Maryland
5.3.2 Name/nddress of Agent: Rick Kowalski,'J.261, SW L2th Ave, Suite 500, Portland, OR 97205
6 Financing
6.1- 6.2 Will be provided after bid opening upon request.
4- /)-Zar)
Mark Price, President Date
Page 2 of 2
S PECIALIZED PAVEMENT MARKING, INC.
Power Sweeping . Striping . Related Services
4.4 Maior Construction Proiects in Process (over S250Kl
Owner
Contract
Amount CompleteJob# Job Name Client
34736-OId Glenn Hwv., Artillerv Rd. Interchanoe to Lake Ridoe Dr Pruhs Corooration AKDOT $256.369.26 82o/o
14648-US26 (Powell Blvd SE 122nd Ave. - SE 136th Ave.TaDani Underqround ODOT $268.281.40 14o/o
14598-1-84 Ladd Canybn Freight & Culvert Improvements - Union Coun Knife River - Mountain West ODOT $277,890.00 84o/o
L474L-FFO-US97 - Passino Lanes Proiect Hiah Desert Aoqreqate & Pavino ,ODOT $322.007.50 44%
14457-US97: Sorinq Creek Hill - Jvlodoc Point - ODOT #f5055 Rocky Mountain Construction ODOT $334,474.25 38o/o
44675-JNU Eqan Drive ImDrovements Main St. - 10th St.Secon AKDOT $349,717.00 3%
24120-E360 SR520 to Overlake Transit Center-Sound Transit Kiewit-Hoffman / East Link Constructors Sound Transit $373,231.83 39o/o
74882-US95 - Idaho- Burns Junction Durable Stripinq - Malheur Co.ODOT - Ontario ODOT - Onbrio $425,900.00 0%
1473+I-5 Callfornla State Line - Ashland Project Carter & Company ODOT $46s,437.50 9%
14643-I-84 Swanson Canvon - Arlinoton Sec. - Gilliam Co.Kerr Contractors, Inc.ODOT $494,184.95 69%
14801-Pavement Marking Services - WACo 19-0943 Washington County Washington
anIntu $s49,395.89 44o/o
2.+818-WATERFRONT SEATTLE ALASKAN WAY SDOT Gary Merlino Const Co Inc Citv of Seattle $s62.093.25 0%o
14373-1-205 Johnson Creek Boulevard to Glenn Jackson Bridge (oDOT)Kerr Contractors, Inc,ODOT $641,382,64 99o/o
14862-OR212. UPRR - US26 Sec.Kerr Contractors, Inc.ODOT $674.345.00 0o/o
23525-I-90 Keechelus Dam to Stam Atkinson Construction WSDOT $761.378.65 92o/o
24681'US 2 & SR 9 BICKFORD AVE TO GOLD BAR PAVING WSDOT # 9363 Granite Construction Company WSDOT $774,987.s0 59o/o
34241-Sterling Highway MP 58-79 & 60-79 Rehab. & Kenai NWR Visitor Granite Construction Co -Alaska DOT $809,94s.00 89o/o
34619-Glenn Hwv CaDaciw ImDrove DB Phase II - SB Hiland Artillew Kiewit Infrastructure West Co.DOT/PF $826.488.39 24%
14596-All Roads TransDortation Safew - ODOT OR Deot.of Transoortation ODOT $850,827.39 960/,
24782-I-90 EASTGATE TO SR 9OO WSDOT # 9429 Atkinson Construction WSDOT $851.24s.50 24o/o
34870-HSIP Palmer-Wasilla Hwy - Center Left Turn Lane Widening QAP General contractors AKDOT $921,71s.00 ooh
23773-Seattle-Traffic Channeliza City of Seattle City of Seattle $958.92s.00 9o/o
24038-I-405/SR167 Interchanoe Atkinson Construction WSDOT $967.863.10 83o/o
247s0-SR 520 MONTLAKE TO LK WASHiNGTON INTERCHANGE BRIDGES Graham Contracting Ltd WSDOT $1,036,281.25 '1'80
24490-I.5 SNLLAGUAMISH R BR TO HILL DITCH BR
P"P RFHAR & PAVIN Graham Contracting Ltd WSDOT $1,037,302,00 75%
24128-I-90 468th Ave. SE to W Summit Rd. Concrete Rehab IMCO General Construction WSDOT $1,072,519.s8 920/o
2460+I.5 PORTLAND AVE TO PORT OF TACOMA RD SB HOV Atkinson Construciion WSDOI $1,102,806.20 29Yo
74629-i-5, Roberts Creek Rd. - South Umpqua River Section Kerr Contraclors, Inc.ODOT $1,459,6s5.50 Qo/o
121410-Cafrans 10-1H8404 - Modesto Cafrans D10 Calfrans $2.336.579.50 98%
1465+Calfrans 02-3H5204 ShastE & Triniw Co.CalTrans D2 .Caffrans i2.937.432.07 S3o/r
14703-CalTrans 11-2N0514 - San Diego County CalTrans D11
(alfrans District
1t $3,777,327.00 970/o
14765-CatTrans 07-4W3704 Los Angeles (CA Street to Studebaker Rd)Cafrans D7 - Sanb Fe Caltrans D7 $4,290,710.00 43o/o
14539-Callrans 09-376704 - Kern County CalTrans D9 - Kern Counw Caffrans $4,728,966.75 91To
14415-CalTrans 11-2N0284 - San Dieoo Callrans Dl1 Ca[fmns $6.012.949.62 91Yo
24519-I-5 Steilacoom-Dupont Rd to Thorne Ln-Corridor Improvements Atkinson Construction WSDOT $13,2s9,3s4.4s 2%
74467-Cal-lrans 07-4W2404 Los Anqeles Callrans D7 - Sylmar CALTMNS $16,384,110,86 83o/o
4.4.1 Total Wcirth of Work ln Progress and UJder Contracti
Approx. S17 million
11095 SW Industrial Way, Suite A . Tualatin, OR 97062. Ph. (503) 885-0420 . Fax: (503) 582-8629 . CCB#138591
S PECIALIZED PAVEMENT MARKING, INC.
Power Sweeping . Striping . Related Services
4.5 Maior Proiects Completed in the past five vears (proiects over S250K)
Date
Job# Job Name Client Owner Contract Amount eted
24032-$2s2.840.36 81812017Olympic Region Rumble WSDoT - Olympia WSDOT
22786-NE 134th St Interchanqe Max J. Kuney Company WSDOT $2s3,704.34 4lL6l20t5
14502-03-0G9504 - Replace Polyester Concrete
Orrprlav Peterson Chase CALTRANS $256,225.00 612612018
13934-2016-17 Road Fund Overlavs Baker Rock Resources MUNI $261,791.59 10/30/2017
13427-I-90 Mullan-Montana St Ln Acme Concrete Paving ITD $262,388.03 t0/uz0t6
14657-I-90, WA ST LN to Bike and Ped BE, Post Falls
Tdahn Poe Asphalt Paving Inc,ITD $266,588.54 9/1012019
t409+i-84 Encha - Pleasant Val Oreqon Mainline Pavinq, LLC ODOT $276,358.71 lu312018
23881-SR4 Et al Pavement Rehab Granite Construction Company WSDOT $277,389.45 8/LLl20L7
t4662-PDX Taxiway K Rehabilitation Taoani Underqround Port of Portland $294,800.00 1011612019
23989-Pacific Hwy South HOV Lan Graham Contracting Ltd MUNI $307,899.45 lv1612018
23835-2016 Annual Shipinq Kirkl City of Kirkland, WA MUNI $31s,599.00 1211412016
24620-NCR CENTERLINE RUMBLE STRIPS ?019 WSDOT - North Central Reqion WSDOT $316,408.s0 4126t2019
13916-US97 UPRR O'Xins-Military Oregon Mainllne Paving, LLC ODOT $321,s83.00 612912017
14485-I-84: Poverty Flats - Meacham (ODOT)0reqon Mainline Pavinq, LLC ODOT $332,100,00 1012712018
33595-Ingra to Gambell Phase I QAP General Contractors AKDOT $340,508.3s s12612016
t444+FFO-US97: Sunriver Interchange - OP31 Sec.
/onon Roy L Houck Construction ODOT $341,374.s0 10/24/2018
24446-2018 ARTERIAL ASPHALT & CONCRETE PKG
4? /?O1?-nqq\Jansen inc.City of Seattle $342,085.75 5lt4/2019
24437-SR 522 SR 9 VIC TO SNOHOMISH RIVER -
n61 Rnl 4 Lakeside Industries WSDOT $34s,844.75 912812018
23783-I-90 WB Mercer Slouqh Lakeside Industries WSDOT $347,794.01 8lL0/2016
44576-JNU Runway Safety Area, Phase 2C (JNU)Secon CBJ $342891.00 612012019
14098-Vancouver Joint City-County Preservation
Cnntreat Intermountain Slurry Seal City of Vancouver $354,179.00 10173/2017
2421s-Road Safety-High Friction Surface Treatment ierce County Planning & Public Worl Pierce County $360,110.00 r0/11/2017
14452-Reg 3 Plural Comp - 834926 A1, B1,C1, C2,
Dl F1 F? Fl F?OR Dept. of Transportation ODOT $362,8s8.02 612312019
13995-US26 Cornellus Pass Rd-NW Kerr Contractors, Inc.ODOT $363,030.03 11/s/2018
33971 Cold Bay Airport Improve Knik Construction AKDOT $368,ss7.6s 91812017
t2875-OR8 Minter Bridoe Road Moore Excavation, Inc.ODOT $37r,747.00 9l23t20Ls
14483-I-84 N Huntington Inch-N ForkJacobson Gulch
/nnnT\ODoT - Ontario ODOT $382,830.00 slL4l2019
23388-SR520 Montlake-Everqreen Flatlron Constructors, Inc.WSDOT $389,870.33 9126120t8
13173-FY14 D6 Durable Pvmt Mkqs Idaho Transpotation DeDt. D6 ITD $393,061.49 lv2812018
14035-2016 So Central Chip Seal Harney Rock & Paving Co.ODOT $396,315.00 91ru2017
33764^FY13 Mat-Su Pvmt Mkqs 20 Alaska DOT & PF AKDOT $397,769.80 6/2212016
24740-2017 Annual Skipins - CiW 0f Kkkland City of Kirktand, WA City of Kirkland $398,175.48 u1912017
13140-FFO-i-5 Fern Valley Int Hamilton Construction Co ODOT $404,613,66 3/3U20r7
1407t-CalTrans 03-0G3404 Q&DConshuction,Inc.CALTRANS $405,s48,00 L0/9/2017
24053-I-405 Hard Shoulder Runni Graham Contractinq Ltd WSDOT $416,680.00 911312017
Eagle Elsner, Inc.WACO $420,732.60 L0/201201814175-2017-18 Road Fund Maintenance Overlay-
WACO
14106-I-5 Durable Stripinq ODOT Salem ODOT $426,876.80 7/7/2017
24482-ZO18 ANNUALSfRIPING PROJECI C]IY OF
KIPI(I ANN city of Kirkland, WA City of Kirkland $432,089.80 8l2s/20t8
$440.053.00 91221201714066-CalTrans 03-0G5704 Sierra Nevada Construction CALTRANS
13443-West Euqene EMX Extension Wildish Buildins Co.MUNI $452,732.64 elsl2017
Kerr Contractors, Inc.ODOT $454,094.58 51231201713862-US3oMcNamee Rd-NW Bridge
23427-I-5 Portland Ave - Port of Tacoma Hamilton Conskuctlbn Co WSDOT $4s7,667.73 rzlt4l2018
11095 SW Industrial Way, Suite A . Tualatin, OF.91062 " Ph. (503) 885-0420 . Fax: (503) 582-8629. CCB#I38591
14144-201 / Countywide Pavement Strlping ProJect-
Cnwlil-r Cnr rntv Cowlitz County Dept of Public Worlc CowliE County $460,893.81 8126/2017
14087-2017 Spring Road Fund Maintenance Overlay
rWA'O\Oregon Mainline Paving, LLC MUNI $474,496.28 t2/712017
24054-StriDinq Proqram 2017 Grant County Public Works WSDOT $491,329.06 1011012017
14374-I-5: NoEn Tigard Interchange - East Poruand Oregon Mainline Paving, LLC ODOT $492,s62.s8 rl29l2ot9
24t23-I-5 Ebey Slouoh Bridqe To SR 531 I/C rdman Materials, Inc. (formerly Cemr WSDOT $s02,899.00 6/2712019
13883-Req 4&5 Plural Comp PA-A4 oDoT - District 13 ODOT $509,705.77 817120t6
13582-Reqion 1 Rumble StriD Ins ODOT Troutdale ODOT $511,04s.00 7t3U2017
24636-2018 Arterial Asphalt Package 3 City of Seattle KC Equipment LLC City of Seattle $s28,738.85 91t012019
t4443-Reg 4 & 5 17-'19 Region 5 MFD - 833616-A12 ODOT - District 13 ODOT $s33,s83.72 s/4120t9
14138-F5 Willamette River Bridge - Woodburn Sec Knife River Corporation NW ODOT $s40,s13.4s L01t812017
33847-Sterlino Hwv MP 114-135 Pruhs Corporation AKDOT $s69,s2s.00 612912017
33708-Fairbanks & North Pole Intersection Striping -
StaoF Tl Alaska DOT AKDOT $s71,470.00 8/12/2016
24460-Striping Program 2018 Grant Counw Grant County Public Works MUNI $578,636.15 t012912018
14189-I-205 Pacific Highway - Abernethy Bridge Sec.Oregon Mainline Paving, LLC ODOT $583,490.21 912612017
13151-CalTrans 03-2A9204 Road & Hishway Builders LLC CALTRANS $608,26s.00 81t012017
14453-US97: Shaniko - Trout CreeK tsridge Sec.
/rrnnT\High Desert Aggregate & Paving ODOT $618,463.00 7122/2019
13834-I-84 lordan Rd-Multnomah Kerr Contractors, Inc.ODOT $622,770.96 81812017
13252-FFO-US26 MP49.2-57.45 K&EExcavating,Inc.ODOT $623,721.07 L0/1212016
22592-I-90 Snowshed to Keechelus Dam Atkinson Construction WSDOT $627,926.14 L0lrs/2019
44090-Various Primary Airporb - Surface Preservatlon Alaska DOT & FP Juneau AKDOT $643,490.00 7122/2017
13189-I-5 Maftin Creek Oregon Mainllne Paving, LLC ODOT $645,362.75 7luzlts
L2907-I-84 Kamela Interchanoe -Oregon Mainline Paving, LLC ODOT $706,168.74 t!1112016
44742-various Prlmary/Non-Primary EAS Airport
Da\rind Mrr,.innc Alaska DOT & FP Juneau CBJ $735,450.00 1o/13/2019
34255-Tudor Road, Minnesota to E. 36th Pavement
QAP General Contractors AKDOT $781,299.3s 9/Z0l2ot8
13528-I-84 Cascade Locks-Hood R Oregon Mainline Pavlng, LLC ODOT $891,127.0s 811712018
23344-I-5 M St to Portland Ave Max J. Kuney Company WSDOT $901,178.42 Ll22l20t9
34685-ParlG Hwy MP 356-362 Resurtacing/Automatec
\/ahi.le alaccifia HC Contractors, Inc.AKDOT $987,300.25 9/2712019
24074-2014 County Safety Selection-King County CA Carey Corp King County $1,0s0,000.00 tu612017
44431-FFY18 SR Aifport Pvmt. MrlG. & llwy. Striplng
AKNOT Alaska DOT & FP luneau AKDOT $1,369,409.49 9/312018
23857-US2 Eastern Reglon Inters WSDOT-Eastern Region WSDOT $1,s26.969.ss SlLt/2017
23504-I-90 2-Way Transit & HOV IMCO General Construction WSDOT $1,681,301.10 9114120L7
14409-CalTrans 10-1H8804 - Stockton CalTrans D10 CALTRANS $3,996,79t.46 612912018
22778-I-405. NE 6th St to I-5 Wi Flatlron Constructors, Inc.WSDOT $4,848,978.88 8/2?/20ffi
74445-CalTrans 03-1G1904 - Truckee CalTrans D3 CALTMNS $r0,946,260.76 10/11/2018
4.5.1Average Annual Amount of Construction Work Performed during the past 5 vears:
Average S30 million.
S PECIALIZED PAVEMENT MARKING, INC.
Power Sweeping . Striping . Related Services
4.6 Constructign Experience of Kev lndividuals ?t Specialized Pavement Marking, lnc.
lndividual's Name Present Position Years Experience
Mark Price President 25
Henry Robinson Project Ma nager/Scheduling 18
Bob Everton cFo 24
Tyler Pierce General Manager, WA 25
Troy Benedict Field Superintendent 22
Rob Busse Field Superintendent 2L
11095 SW Industrial Way, Suite A. Tualatin, OR 97062 . Ph. (503) 885-0420 . Fax: (503) 582-8629. CCB#138591
S PECIALIZED PAVEMENT MARKING, INC.
Power Sweeping . Striping . Related Services
4.7 Maior Equipment
Quantity Equipment Description
L 1999 - Paint Striping Truck
L 2000 - Paint Striping Truck
t 2004 - Paint Stripins Truck
t 2005 - Paint StripinE Truck
L 2001 - Thermoplastic Striping Truck
L 2006 - Thermoplastic Striping Truck
L 2003 - MMA Striping Truck
1 2006 - MMA Stripins Truck
L 2079 - MMA Stripins Truck
t 2001 - Epoxy Striping Truck
1 1999 - Turboblast Shot Blaster
L 2006 - Concord Hydroblaster
t 2OO2 - Vac Trac Grinder
L 2003 - lnlaid Milling Truck
L 2006 - Wirtgen Milline Machine
L 2OtS - StripeHog Hydroblaster
1 7997 - Freightliner Blastrac Shot Blaster/Abrasion Truck
2I SupportTrucks (t0) / LTons (L1)
4 Sweepers
11095 SW Industrial Way, Suite A. Tualatin, OF.9'7062. Ph. (503) 885-0420 . Fax: (503) 582-8629. CCB#I38591
s
SPECIALIZED PAVEMENT MARKING, INC.
Po4t7 Sweeping' .Sttiping'' Related.Sqrvices
CREDIT INFORMATION
Oregon CCB License:
WA Contractor'S Liqense:
UBI:
Tax ID:"
Business Start Date:
.
Date of Incbrporation:
Principles:
' Ba4k Referenpes:
Credit Refererices:
'138591
SPECIPMOgoBQ
602.001.003
gt-1854057
1995
September 1997.
Marlt Price - President
. Nqi.thwest Baril5
4900 Meadows Road, Suile 410
Lake Oswego, OR 97035
Phone: (s0?)9054212
Fax: (503) 906-3938
, Apcorint: 1010006748
Contact: Tom Lee
Traffic Safety Supply Co,,Inc.
232+ SE Umatilla St
Portland;.OR> 97202
Phone: (503) 235-8531
Fax: (503) 235-5112 :
Vancouvei Oil
PO Box {28 ': r
Vanc-ouver, WA 98666
Phone: (360) 574-5440
Faxi (360) s74-9070 ,
Les Sqhwab firp Center
1 5 905'SW Tualatin-Sherwoqd HwY
Shefwood, OR 97140
Phone: (503)'925;0570
Fax: (5Q3) 625-9332. ' , "
11nqs .Sw Tnr{ilsrrint w";. .s,iitu A . Thalatin. oir 97062 . Ph. (503) sB5-0420 . Fax: (503) 582-8629' CCB#1385.91
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 (April L4, 2O2O), the bidder has not been disqualified from
bidding on any public works contract under RCW 39.06.010 or 39.12.065(3).
s ct\i zed Pq,uq'nfltr h/\ou Kin , lho
Bidder's Business Name
Signa re of Official*
\tAnrre ?uc,e
Printed Name
Frcstdr,rrt't-
Title
vlslzou>ilnlottlh OR
Date City State
x If a corporation, proposal must be executed in the corporate name by the president
or vice-president (or any other corporate officer accompanied by evidence of
authority to sign). If a co-partnership, proposal must be executed by a partner.
2020 Plastic Markings,/Singh t7
Project Number: 20-3011.2
Page 21
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wrarur.bxwa.com - Always Verify Scale
March 30, 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 (April L4, 2O2O), 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
Depaftment of Labor and Industries or through a civil judgment entered by a court of
limited or general jurisdiction.
I certify under penalty of perjury under the laws of the State of Washington that the
foregoing is true and correct.
e ail Yrlr;uomffi VlotrKrln lnc-
Bidder's Business Name
nature of Authorized Officialx
\Aftrr ?nco
Printed Name
rwe\d,qAt
TitleWl+lutu J\,tatanvr OR
Date City State
x If a corporationt proposal must be executed in the corporate name by the president
or vice-president (or any other corporate officer accompanied by evidence of
authority to sign). If a co-partnership, proposal must be executed by a partner.
2020 Plastic Markings/Singh 18
Project Number: 20-3011.2
Page22
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see www.b)eva.com - Always Verify Scale
March 30, 2020
PROPOSAL SIGNATURE PAGE
The undersigned bidder hereby proposes and agrees to start construction work on the
Contract, if awarded to him/her in accordance with the instructions on this Proposal
Signature Page.
The City will issue multiple limited Notice to Proceed letters. A limited Notice
to Proceed letter will be issued on the day of the preconstruction meeting for
the installation of pavement markings and traffic separator curb system
identified in Appendices A and C. A final limited Notice to Proceed letter will
be issued on September zLr 2O2O for the installation of pavement markings
identified on Appendix B.
Appendices A and C:
The undersigned bidder, if awarded to him/her, hereby proposes and agrees
to start construction work on the Contract for the installation of markings
and traffic separator curb system identified in Appendices A and C on or
before ten (1O) calendar days from the date of the limited notice to proceed
and to complete the work on or before thirty (3O) working days from the date
of the limited Notice to Proceed.
Aopendix B:
The undersigned bidder, if awarded to him/her, hereby proposes and agrees
to start construction work on the Contract for the installation of markings
identified in Appendix B on or before ten (1O) calendar days from the date of
the limited notice to proceed and to complete the work on or before ten (1O)
working days from the date of the limited Notice to Proceed.
Liquidated Damages may be assessed if the work is not completed withinfofi (4O) working days.
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 5olo 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.t NA ,
-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.
2020 Plastic Markings/Singh 19
Project Number: 2O-3Oll.2
Page 23
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wrmry.b)ftva.com - Always Verify Scale
March 30, 2020
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 fofth
by the City or by the Bidder.
DATE:t\a\zon (Yeea\tzd Pnuqmrznf MAr Kr'n 9, lhc
NAME OF
sig re Authorized Representative
N\ftYK FHoe, , Freei dvt\+
(Print Name and Title)
\ 04E (W tnd hI
Address
fUat6rtr'[, o K nlo|z
2020 Plastic Markings/Singh 20
Project Number: 20-3011.2
Page24
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see www.b)Nva.com - Alvvays Verify Scale
March 30, 2020
,r i +
BID BOND FORM
KNOW ALL MEN BY THESE PRESENTS:
That we,ized Pavement Marki lnc
and Fidelitv and Deposit Company of Maryland
as Principal,
as Surety, are held and firmly
bounduntothecITYoFKENT,asobligee,lnthepenalsumof@o,nt
Bid (5%) ***
Dollars, for the payment of whlch the Prlncipal and the Surety bond thbmselves, thelr
heirs, executors, adminlstrators, successors and assigns, jointly and severally, by
these presents.
The conditlon of thts obligation is such that lf the Obllgee shall make any award
to the Princlpal for 2O2O Plastic Markings/Project Number: 20-3011.2
Accordlng to the terms of the proposal or bld made [y the Prlncipal thereof, and the
Principal shall duly make and enter into a contract with the Obligee ln accordance wlth
the terms of said proposal or bid and award and shall glve bond for the falthful
performance thereof, with Surety or Sureties approved by the Obligee; or if the
Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal
amount of the deposit specifled ln the invitatlon to bid, then lhls obligation shall be
null and void; otherwise it shall be and rsmaln ln full force and aflect and the Surety
shall forthwlth pay and foffelt to the Obligee, as penalty and llquldated damaged, the
amount of thls bond.
SIGNED, SEALED AND DATED THIS 14t1,1 DAY OF 2020,
lnc.Specia lized Pavement Markin
AL
Fidelity and Deposit Company of Maryland
\\Ja\\,.'iN"c
SUREW Vicki Mather, Attorney-in-Fact
20_.
Received return of deposit ln the sum of $
2020 Plostlc Marklngs/Slnsh 21
ProJect Number; 20-3011.2
Page 25
Provided to Builders Exchange of WA, lnc. For usago Conditions Agreemont see wwwbxwa,com - Always Vetify Scale
Morch 30, 2020
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLANI)
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New
York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY
AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by
ROBERT D. MURRAY, Vice President, in pursuance of authority granted by Article V, Section 8, of the By-Laws of said Companies,
which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate,
constitute, and appoint J. Patrick DOONEY, Richard W. KOWALSKI, Joel DIETZMAN, Brent OLSON, Gail pRICE, Gloria
BRUNING and Vicki MATHER' all of Portland, Oregon, EACH its true and lawful agent and Attorney-in-Fact, to make, execute, seal
and deliver, for, and on its behalfas surety, and as its act and deed: any and all bonds and undertakings, and the execution ofsuch bonds
or undertakings in pursuance ofthese presents, shall be as binding upon said Companies, as fu1ly and amply, to all intents and purposes, as if
they had been duly executed and acknowledged by the regularly elected ofrrcers of the ZURICH AMERICAN INSURANCE COMPANY at
its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND
at its office in Owings Mills, Maryland., in their own proper persons.
The said Vice President does hereby certi$z that the extract set forth on the reverse side hereofis a true copy ofArticle V, Section 8, of
the By-Laws of said Companies, and is now in force.
IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said
ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and
FIDELITY AND DEPOSIT COMPANY oF MARYLAND, this 30th day of Augusr, A.D. 2019.
ATTEST:
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
qrt
!d;*r 'i rgi6i;rr;l
1r
Assistant Secretary
Dawn E. Brown
Vice President
Robert D. Murray
State of Maryland
County of Baltimore
On this 30th day of August, A.D. 2019, before the subscriber, aNotary Public of the State of Maryland, duly commissioned and qualified, ROBERT D,
MURRAY, Vice President' and DAWN E. BROWN, Assistant Secretary, of the Companies, to me personally known to be the individuals and officers
described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly swom, deposeth and saith, that
he/she is the said officer ofthe Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals ofsaid Companies, and that
the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direition ofthe said
Corporations.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written.
I
^
,-. t--\(avr4\an,l- A /' -)'u'*-'
Constance A. Dunn, Notary Public
My Commission Expires: July 9,2023
1006
POA-F 180-7308C
EXTRACT FROM BY.LAWS OF THE COMPANIES
"Article V, Section 8, Attorneys-in-Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President
may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies,
.ectgnizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such
attoritey-in-fact toaff,rx the corporate seal thereto; and may with or without cause modiff of revoke any such appointment or authority at any
time'"
.ERTTFT.ATE
I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN
CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, dO hCTCbY CCTtiff thAt thc
foregoing power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of
the By-Laws of the Companies is still in force.
This power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998.
RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary
and the Seal of the Company may be affrxed by facsimile on any Power of Attomey...Any such Power or any certificate thereof bearing such
facsimile signature and seal shall be valid and binding on the Company."
This power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the COLONIAL AMERICAN CASUAITY AND SURETY COMPANY at a meeting duly called and held on the 5th day of
May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a
meeting duly called and held on the 10th day of May, 1990.
RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature
of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or herea{ter, wherever appearing upon a
certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect
as though manually affixed.
, I have hereunto subscribed my name and affixed the corporate seals ofthe said Companies,
of 20-as
'Bm,r1tly
Brian M. Hodges, Vice President
TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT ALL REQUIRED
INFORMATION TO:
Zurich American Insurance Co.
Attn: Surety Claims
1299 ZurichWay
Schaumburg, IL 60196-1056
1eor
CITY OF KENT
COMBINED DECLARATION FORM:
NON-COLLUSTON, MTNTMUM WAGE
NON.COLLUSION DECLARATION
l, by signing the proposal, hereby declare, under penalty of perjury under the
laws of the United States that the following statements are true and correct:
1, That the undersigned person(s), firm, association or corporation has
(have) not, either directly or indirectly, entered into any agreement,
pafticipated 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 petformance 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 ceftificate, know the contents thereof and the substance as set forth therein is
true to my knowledge and belief.
2O2O Plastic Markings
Project Number: 2O-3O11.2
NAME OF PROJECT
Cp U,tn\rud ?rttuen4gnt [Vl 6t!' Kr* q, lnc
NAME OF BIDDER'S FIRM
SIGNATURE D REPRESENTATIVE OF BIDDER
2020 Plastic Markings/Singh 22
Project Number: 20-3011.2
Page 26
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wraniv.bxwa.com - Always Verify Scale
March 30, 2020
This change order form is for example purposes only. By
submitting a bid, the bidder agrees to be bound by the terms of
this change order form for any change orders.
CHANGE ORDER NO. [Enter # Lt 2, 3, etc.]
NAME OF CONTRACTOR: llnsert Companv Namel ("Contractor")
CONTRACT NAME & PROJECT NUMBER: [Insert Name of Oriqinal Contract & Project #. if applicable]
ORIGINAL CONTRACT DATE :[Inseft Date Oriqinal Contract was Signed]
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 pafties, the project contract is modified as follows:
1. Section I of the Agreement, entitled "Description of Work," is hereby modified to
add additional work or revise existing work as follows:
In addition to work required under the original Agreement and any
prior Amendments, Contractor shall provide all labor, materials, and
equipment necessary to:
flnsert detailed description of additional materials, serices, 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 II "Time of
Completionr" and Section III, "Compensationr" are hereby modified as follows:
Original Contract Sum,
(including applicable alternates and
wssT)
$
Net Change by Previous Change Orders
(incl. appl icable WSST)
$
Current Contract Amount
(incl. Previous Change Orders)
$
Current Change Order $
Applicable WSST Tax on this Change
Order
$
Revised Contract Sum $
2020 Plastic Markings/Singh 23 March 30, 2O20
Project Number: 20-3011.2
Page27
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see www.b)flva.com - Always Verify Scale
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 L-O4.4 and 1-04.5 of the Kent Special Provisions and
WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all
requirements of this Change Order by signing below. Also, pursuant to the above-referenced
contract, Contractor agrees to waive any protest it may have regarding this Change Order and
acknowledges and accepts that this Change Order constitutes final settlement of all claims of
any kind or nature arising from or connected with any work either covered or affected by this
Change Order, including, without limitation, claims related to contract time, contract
acceleration, onsite or home office overhead, or lost profits. This Change Order, unless
otherwise provided, does not relieve the Contractor from strict compliance with the guarantee
and warranty provisions of the original contract, pafticularly 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 pafties 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 peformance bond (if any) for this
project to be consistent with the revised contract sum shown in section 2, above.
IN WfTNESS, the pafties below have executed this Agreement, which will
become effective on the last date written below.
2020 Plastic Markings/Singh 24 March 30, 2020
Project Number: 20-3011.2
Page 28
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wrnnru.bxwa.com - Always Verify Scale
CONTRACTOR:
By
(signature)
Print Name:
(title)
DATE:
CITY OF KENT:
By
(signature)
Print Name: Timothv J. LaPofte. P.E.Its Public Works Dired
(title)
DATE
APPROVED AS TO FORMI
(applicable if Mayor's signature required)
Kent Law Depaftment
BIDDER'S CHECKLIST
The following checklist is a guideline to help the Contractor make sure all forms are
complete. The bidder's attention is especially called to the following forms. Failure
to execute these forms as required may result in rejection of any bid,
Bidder's Package should include the following:
Bid Document Cover Sheet filled out with Bidder's Name
Order of Contents...........
Invitation to Bid
Contractor Compliance Statement......
Date
Have/have not participated acknowledgment........,..
Signature and address
Declaration - City of Kent Equal Employment Oppo*unity Policy
Date and signature ......,
Administrative Policy
Proposal.
First line of proposal - filled in ,.........
Minimum bid prices are correct.,.
Unit prices are correct
Subcontractor List (contracts over $IOOK)
Subcontractors listed properly.,r,,..,.!.rrrrrrrrrrr..rrr.r.r,rrrr,.r.rr,
Sig nature,.,.........
Subcontractor List (contracts over gl million)..,,...,,.
Subcontractors listed properly.
Date and signature ......
Contractor's Qualification Statement,..........,
Complete and notarized
Statement that Bidder Has Not Been Disqualified
Ceftification of Compliance with Wage Payment Statutes.
Proposal Signature Page
All Addenda acknowledged
Date, signature and address ........
Bid Bond Form rrrrrrrrrt.rrrr.rrrrrrrrrirr
Signature, sealed and dated
Power of Attorney........,,
(Amount of bid bond shall equal 5o/o o'f the total bid amount)
Combined Declaration Form
Signature
Change Order Form
Bidder's Checklist .,........tr
The following forms are to be executed after the Contract is awarded:A) CONTMCT
This agreement is to be executed by the successful bidder.B) PAYMENTAND PERFORMANCE BOND
To be executed by the successful bidder and its surety company.
The following form is to be executed after the Contract is completed:A) CITY OF KENT EOUAL EMPLOYMENT OPPORTUNITY COMPUANCE STATEMENT
To be executed by the successful bidder AFTER COMPLETION of this contract.
u
tr
u
u
tr
tr
tr
tr
tr
tr
tr
tr
tr
u
tr
t]
tr
tr
u
tr
tr
E
tr
tr
tr
tr
tr
tr
tr
tr
2020 Plastic Markings/Singh
Project Number: 20-3011.2
25
Page 29
Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see wunru.bxwa.com - Always Verify Scale
March 30, 2020
NOTICE
Your contract agreement is not yet fulty executed.
As such, we are unable to date either the bond or power of
attorney as these documents must not pre-date the contract.
Please insert the correct date on all documents once the contract
agreement is fully executed.
Thank you.
fuichor Insurance & Surety, Inc.
L20L SW 12ù Ave., Suite 500, Portland, OR 97205
(s03) 224-2s00
Bond # 9321737
2020 Plastic Markings/Singh
Project Number: 20-3011.2
PAYMENT AND PERFORMANCE BOND
TO CTTY OF KENTKENTW^9trtNor9ñ
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned,,9pqçialite4 Fqyem,p,nj,Markif,q.,lnc.
as Principal, and F
a Corporation organized and existing under the laws of the State of /asa
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
$ one Hundred Fifty. , together with any adjustments, up or down, in the total contract
price because of changes in the centraçt 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, * Thousand Six Hundred Thirty and No/100 ($1s0,630.00) ...
This obligation is entered into in pursuance of the statutes of the State of
Washington, and the Codes and Ordinances of the CITY OF KENT.
Nevertheless, the conditions of the above obligation are such that:
WHEREAS, under and pursuant to a motion/ duly made, seconded and passed
by the City Council of the City of Kent, King County, Washington, the Mayor of the
City of Kent has let or is about to let to the above bounden Principal, a certain
contract, the said contract providing for construction of 2O2O Plastic
Markings/Project Number:2O-3O11.2 (which contract is referred to herein and is
made a part hereof as though attached hereto), and
WHEREAS, the Principal has accepted, or is about to accept, the contract, and
undertake to perform the work therein provided for in the manner and within the time
set forth:
NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully
perform all the provisions of said contract in the manner and 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,
IN WITNESS WHEREOF, the above bounden parties have executed this
instrument under their separate seals. The name and corporate seal (if required by
law) of each corporate party is hereto affixed and duly signed by its undersigned
representatives pursuant to authority of its governing body.
26 March 30, 2020
TWO WITNESSES
Cn ^,l,ro ín rn 0,r
Pavement Markin lnc.
PR.INCIPAL (enter principal's name above)
TÏTLE:4.¡,/. ^-/-
DATE : /. 24. Za a-¿
CORPORATE SEAL
BY
I
DAÏE. + 2q- 2020
ü¡"*Æ-*o
0
Cl,r¡L tinnons
PRINT,NAME
DATE: ('n'Yz'Fidelitv and Depos it Comoanv of Marvland
SURETY
BY \.\û\\ñS* -CORPORATE SEAL:
Vicki Mather
DATE:
TITLE; Attorney-in-Fact
ùoJq,
ADDRESS | 1201SW 12th Ave., Suite 500
Portland oR 97205
CERTIFICATE AS TO CORPORATE SEAL
I hereby certify that I am the (Assistant) Secretary of the Corporation named as
Principal in the within Bond; that lt/a.k loric<
Who signed the said bond on behalf of the Principal Pa
of the said Corporation; that I know his signature th e reto is genuine, and that s
Bond was duly signed, sealed,and attested for and in behalf of said Co rporation by
authority of its governing body.
SECRETARY OR ASSISTANT SECRETARY
2020 Plastic Markings/Singh
Project Number: 20-3ALt.2
27 March 30, 2020
4
ZURICH ÄMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTYAND SURETY COMPÄNY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
PO\ryER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New
York, the COLONIAI AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and rhe FIDELITY
AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by
ROBERT D. MURRAY, Vice President, in pursuance of authority granted by Article V, Section 8, of the By-Laws of said Companies,
which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate,
constitute, and appoint J. Patrick DOONEY, Richard \ü. KOWALSKI, Joel DIETZMAN, Brent OLSON, Gail pRICE, Gloria
BRUNING and Vicki MATHER, all of Portland, Oregon, EACH its true and lawful agent and Attorney-in-Fact, to make, execute, seal
and deliver, for, and on its behalfas surety, and as its act and deed: any and all bonds and undertakingsn and the execution ofsuch bonds
or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and putposes, as if
they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMpANy at
its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND
at its office in Owings Mills, Maryland., in their own proper persons.
The said Vice President does hereby certiff that the extract set forth on the reverse side hereof is a true copy of A¡ticle V, Section 8, of
the By-Laws of said Companies, and is now in force.
IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said
ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUÄLTY AND SURETY COMP.ANY, and
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 30th day of August, A.D.2019.
ÀTTESTT
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTYAND SURETY COMPANY
F'IDELITYAND DEPOSIT COMPANY OF MARYLÀND
qrf
Assistant Secretary
Dawn E. Brown
Vice President
Robert D. Muruay
State of Maryland
County of Baltimore
On this 30th day of August, A.D.2019, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, ROBERT D.
MURRAY' Vice President, and DAWN E. BROWN' Assistant Secretary, of the Companies, to me personally known to be the individuals and offrcers
described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly swom, deposeth and saith, that
he/she is the said officer ofthe Company aforesaid, and that the seals affrxed to the preceding instrument are the Corporate Seals ofsaid Companies, and that
the said Corporate Seals and the signature as such officer were duly afüxed and subscribed to the said instrument by the authority and direction of the said
Corporations.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written.
I
Constance A. Dunn, Notary Public
My Commission Expires: July 9,2023
Itt
100t
POA-F 180-7308C
EXTRAGT FROM BY-LAWS OF THE COMPANIES
"Article V, Section B, Attorne)¡s-in-Fact. The Chief Executive Offrcer, the President, or any Executive Vice President or Vice President
may, by written instrument undêr the attested corporate seal, appoint attomeys-in-fact with authority to execute bonds, policies,
.".ãgniran..r, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such
attoÃey-in-fact toaffix the corporate seal thereto; and may with or without cause modify of revoke any such appointment or authority at any
time'"
.ERTTFT.ATE
I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN
CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, dO hCTCbY CCTtiff thAt thc
foregoing power of Attomey is still in ful1 force and effect on the date of this certificate; and I do further certiff that A¡ticle V, Section 8, of
the By-Laws of the Companies is still in force.
This power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998.
RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary
and the Seal of the Company may be affrxed by facsimile on any Power of Attomey...Any such Power or any certifrcate thereof bearing such
facsimile signature and seal shall be valid and binding on the Company."
This power of Attorney and Certifrcate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the coLoNIAL AMERICAN CASUALTY AND SURETY COMPANY ar a meeting duly called and held on the 5th day of
May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a
meeting duly called and held on the 10th day of May, 1990.
RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature
of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a
certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect
as though manually affixed.
subscribed my name and affixed the corporate seals of the said Companies,IN TESTIMOIIY WHEREOF, I have hereunto
this
-day
"iNFì----.- 2O- .
u".À-**#\'-là.ÀJq
'"ß;a'n¡H,4.--
Brian M. Hodges, Vice President
TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT ALL REQUIRED
INFORMATION TO:
Zurich American Insurance Co
Attn: Surety Claims
7299 ZurichWay
Schaumburg, IL 60196-1056
leeå
ð
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICÄN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
PO\ryER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New
York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY
AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by
ROBERT D. MURRAY, Vice President, in pursuance of authority granted by Article V, Section 8, of the By-Laws of said Companies,
which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate,
constitute, and appoint J. Patrick DOONEY, Richard \ry. KOWALSKI, Joel DIETZMAN, Brent OLSON, Gail PRICE, Gloria
BRUNING and Vicki MATHER, all of Portland, Oregon, EACH its true and lawful agent and Attomey-in-Fact, to make, execute, seal
and deliver, for, and on its behalfas surety, and as its act and deed: any and all bonds and undertakings, and the execution ofsuch bonds
or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if
they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at
its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
at its office in Owings Mills, Maryland., and the regularly elected offìcers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND
at its office in Owings Mills, Maryland., in their own proper persons.
The said Vice President does hereby certifi that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of
the By-Laws of said Companies, and is now in force.
IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed hislher names and affÏxed the Corporate Seals of the said
ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUÀLTY AND SURETY COMPANY, and
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 30th day of August, A.D.2019.
ATTEST:
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITYAND DEPOSIT COMPANY OF MARYLAND
,,':
,' I ìi{ii',{ {. 'r }¿f', l,
t'qvr
Assistant Secretary
Dawn E. Brown
Vice President
Robert D. Murcay
State of Maryland
County of Baltimore
On this 30th day of August, A.D. 2019, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, ROBERT D.
MURRAY, Vice President, and DAWN E. BROWN, Assistant Secretary, of the Companies, to me personally known to be the individuals and officers
described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly swom, deposeth and saith, that
he/she is the said officer ofthe Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals ofsaid Companies, and that
the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction ofthe said
Corporations.
IN TESTIMONY WHEREOF, I have hereunto set my hand and afüxed my Official Seal the day and year first above written.
Constance A. Dunn, Notary Public
My Commission Expires: Iuly 9, 2023
1C9ó
POA-F 180-7308C
,.'$ililr;"
,t.iì:ur,rt' , i., ii';i. " .,ri.i.j'I .j. llI,r'I.il¡',,jfjf,,il.
CONTRACT
THIS AGREEMENT, is entere
municipal corporation ("City"), and
organized under the laws of the Sta te'of
business at o',I
d into between the CITY OF KENT, a Washington
,l¡t- ¿"àïr. o( Pa*^.^-¡ /¿/ ø4r'*Ç . ln r-,
locat/d'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 equipment
for: 2O2O Plastic Markings/Project Number: 2O-3O11.2 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,
The City will issue multiple limited Notice to Proceed Ietters. A limited
Notice to Proceed letter will be issued on the day of the preconstruction
meeting for the installation of pavement markings and traffic separator
curb system identified in Appendices A and C. A final limited Notice to
Proceed letter will be issued on September 2, 2O2O for the installation
of pavement markings identified on Appendix B.
Appendices A and C:
The Contractor shall start construction work on the Contract for the
installation of markings and traffic separator curb system identified in
Appendices A and C on or before ten (1O) calendar days from the date
of the limited notice to proceed and to complete the work on or before
thirty (3O) working days from the date of the limited Notice to Proceed.
Appendix B:
The Contractor shall start construction work on the Contract for the
installation of markings identified in Appendix B on or before ten (1O)
calendar days from the date of the limited notice to proceed and to
complete the work on or before ten (10) working days from the date of
the limited Notice to Proceed.
Liquidated Damages may be assessed if the work is not completed
within forty (4O) working days.
2020 Plastic Markings/Singh 28 March 30, 2020
Project Number: 20-3OIL.2
2
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 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.
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 IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW,
SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES
FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS
WAIVER.
The provisions of this section shall survive the expiration or termination of this
contract.
6. 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.
2020 Plastic Markings/Singh 29 March 30, 2020
Project Number: 20-30IL.2
3
4
5
7
I
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.t22, as
amended. Contractor shall be responsible for compliance with RCW Ch. L9.t22,
including utilization of the "one call" locator service before commencing any
excavation activities.
2020 Plastic Markings/Singh
Project Number: 20-3OLt.2
30 March 30,2020
A
CITY OF KENT
BY I
DANA RALPH, MAYOR
DATE
KIMBERLEY oTo,
APPROVED AS TO FORM:
LAW DEPARTMENT
CONTMCTOR
BY
PRINT NAME: MATK- /n,.
/r. tr'ok^-f
4.*r,>o
TITLE:
DATE:
2020 Plastic Markings/Singh
Project Number: 20-3011.2
31 March 30, 2020
EXHIBIT A
TNSURANCE REQUTREMENTS 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. Mimim¡.¡sn Scope cf, Xnsunance
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 General
Liability insurance policy with respect to the work performed for the
City. All endorsements adding Additional Insureds shall be issued on
form CG 20 10 11 85 or a form deemed equivalent, providing the
Additional Insureds with all policies and endorsements set forth in
this section.
2. 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.
3. Workers'Compensation coverage as required by the Industrial Insurance
laws of the State of Washington.
B, Minimurn Amoclnts of Insunance
Contractor shall maintain the following insurance limits:
1. Commercial General Liability 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.
2020 Plastic Markings/Singh
Project Number: 20-3OIL.2
32 March 30,2020
EXHIBIT A (Continued)
2. Automobile Liability insurance with a minimum combined single limit for
bodily injury and property damage of $1,000,000 per accident.
C, ûther Xnsuravrce Frsvlsie¡'xs
The insurance policies are to contain, or be endorsed to contain, the following
provisions for Automobile Liability and Commercial General Liability:
1. The Contractor's insurance coverage shall be primary insurance as respect
the City, Any insurance, self-insurance, or insurance pool coverage
maintained by the City shall be excess of the Contractor's insurance and
shall not contribute with it,
2. The Contractor's insurance shall be endorsed to state that coverage shall not
be cancelled by either party, except after thirty (30) days prior written
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. Cclntracte¡r's Insurance f'or Sther f*esses
The Contractor shall assume full responsibility for all loss or damage from any cause
whatsoever to any tools, Contractor's employee owned tools, machinery, equipment,
or motor vehicles owned or rented by the Contractor, or the Contractor's agents,
suppliers or contractors as well as to any temporary structures, scaffolding and
protective fences.
A. Waiver of Ss¡hrogat¡en
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.
2020 Plastic Markings/Singh
Project Number: 2O-30It.2
33 March 30, 2020
EXHIBIT A (Continued)
F. Acceptabillty of Insuners
Insurance is to be placed with insurers with a current A,M. Best rating of not less than
A:VII.
G. \ferification 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.
þ1. $r¡bcontractors
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.
2020 Plastic Markings/Singh
Project Number: 20-3011.2
34 March 30,2020
-
ACORD"l---'
SPECPAV-OI
GERTIFICATE OF LIABILITY INSURANCE DATE (MM/OD/YYYY)
4t28t2020
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYANDCONFERSNORIGHTSUPONTHECERTIFICATEHOLDER,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 tSSUtNc TNSURER(S), AUTHORTZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE 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 confer rights to the certificate holder in lieu of such endorsement(s).
PRODUCER
Anchor lnsurance
1201 SW 12th Ave.
& Surety, lnc.
Suite 500
Portland, OR 97205
fiPilE+"t Lisa Steele
PHONE
lA/C. No. Extì:
FAX
lA/C. Nol:
nchorias,com
INSURERISI AFFORDING COVÉRÀGE NÂIC ü
rNsuRER À , Phoenix lnsurance comoanv 25623
INSURED
Specialized Pavement Mark¡ng Inc,
11095 SW lndustrial Way, Ste A
Tualatin, OR 97062
tNsuRER B.Travelers ProoeÉv Casualtv Co. of America 25674
rNsuRER c,SAIF Corooration 361 36
TNSURER D , Charter Oak Fire lns, Co.25615
|NSURER E,Great American E & S lnsurance 37532
INSURER F :
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOWHAVEBEENISSUEDTOTHEINSUREDNAMEDABOVEFORTHEPOLICYPERIOD
INDICATED. NOTWTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOROTHERDOCUMENTWTHRESPECTTOWI-IICHTHIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREINISSUBJECTTOALLTHETERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOIA/N MAY HAVE BEEN REDUCED BY PAID CLAIMS.
ADDT
INçN
SUBFINSRryPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EXP LIMITS
FANH ôNlìI IRRFNEF 2,000,000q
DAÞÞ 500,000q
Mtrn FYÞ /Ànv ^na ñêr.^ñ\10,000
ÞFpsôNÀl & Ân\/ lN il tRV 2,000,000
êtrNFRAI ÂGêRtrAÄTtr q 4,000,000
Þpônt tarq - aôMÞ/nÞ aêG (4,000,000
A COMMERCIAL GENERAL LIABILITY
X
Work within 50' of R
LIIV¡T
POLICY PRO.
JECT
APPLIEStl
X
X
X
Jobsite Pollution
CLAIMS-MADE OCCUR
PER:
LOC
X X co-8K2891 75 411512020 4115t2021
WA STOP GAP 1,000,000$
1,000,000$
BODILY lNJtlRY lPer Deßonì $
BODILY INJURY lPer accidentì s
PIIF s
A AUTOMOBILE LIABILITY
ANY AUTO
OWNED
AUTOS ONLY
HIRED
AUTOS ONLY
SCHEDULED
AUÏOS
NON-O\\AIED
AU'TOS ONLY
X X X 810-0N242040 411512020 411512021
Pollut¡on 1,000,000s
X X EACH OCCTJRRENCE $ 5,000,000UMBRELLA LIAB
EXCESS LIAB
OCCUR
CLAIMS-MADE AGGREGATE { 5,000,000
B
ÞED X RETENI6N $ 10,000
X X cuP-8K31 6495 4t15t2020 411512021
$
X PERATATI ITF OTH-trP
F I FACH ACCIDFNT 't,000,000s
F I DISF,ASF - FA FMPI ÔYFI I,000,000s
c WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/ME[,llBER EXCLUDED?(Mandatory in NH)
lf yes, describe under
ntrSaRlPTlôN ôF ôPFRÂTlôNq hÞlôur
T N/A
X 9r 8006 1011t2019 10t1t2020
F I NISFASF - PÔI ¡CY ¡ ¡MIT I,000,000s
D
E
lnstallat¡on/BR
Prof.& Pollution X
X
X
560-8K538424
ÐcM1 82761 0-06
4t15t2020
411512020
4t15t2021
4t15t2021
Ded: 1,000
Each $1,000,000 /Agg
300,000
2,000,000
DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (ACORD l0l, Additional Remarks Schedule, may be attached ¡f more space is requ¡red)
Job 24963
RE: 2020 Plastic Traffic Markings/ Project Numbe¡:20-3011.2
Cert¡ficate holder and all other entities are additional insureds when specified by written contract. Coverage is primary & non-contributory and includes
waiver of subrogation when required by written contract. All subject to the terms, conditions and exclusions of the policies. Endorsements attached: CGD246
04119, CGD211 01i04, CGD316 02t19, CAT474 02/16, CAT353 02/15, WC000313.
Excess extends over Umbrella, which extends over General Liability, Auto Liability, and Employers Liability/Stop Gap.
Gity of Kent
400 West Gowe
Kent, WA 98032
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE%/á4r+-*uj
@',l988-20'15 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD
ACORD 25 (2016t031
COMMERCIAL GFNERAL LIABILITY
THIS ENDORSEMENT GHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BLANKET ADDITIONAL INSURED
(lncludes Products-Completed Operations lf Required By Gontract)
This endorsement modifies insurance provided under the following
COMMËRCIAL GENËRAL LIABILITY COVERAGE PART
PROVIS¡ONS
The following ls added to SECTION ll - WHO lS AN
IN$URED:
Any person or organization that you agree in a
written contract or agreement to include as an
additional insured on this Coverage Part ls an
insured, but only:
a. With respect to liability for ''bodily injury" or
"property damage" that occurs, or for "personal
injury" caused by an offense that is committed,
subsequent to tho signìng of that contract or
agrooment and while thal pait of the contract or
agreement is ln effect; and
b. lf, and only to the extent that, such injury or
damage is caused by acts or omissions of you or
your subcontractor in the performance of "your
worK' to whioh the writton conlract or agreement
applies, Such person or organization doos not
qualify as an additional insured with respect to
ihe independent acts or omissions of such
porson or organization.
The insurance providod to such additional insured is
subject to the following provislons:
a. lf the Limits of lnsurance of this Covorage Part
shown ln the Declarations exceed the minimurn
limlts required by the written oontracl or
agreement, the insurance provided to the
additional insured will be limited to such
minimum required limlts, For the purposes of
determíning whether this limitation applies, the
minimum limlts roquirod by the written contract or
agreement will bo considsred to lnclude the
minimum limits of any Umbrella or Excess
liabílity coverage required for the additional
insured by that written contract or agreement.
This provision will not lncrease the limits of
insuranoe described in Section lll - Llmits Of
lnsurance.
b, The insurance provided to such additional
insured does not apply to:
(l) Any "bodily injury", "property damage" or
"personal injury" arislng out of the providing,
or failure to provide, any professional
architectural, engineering or surveying
services, including:
(a) The preparing, approving, or failing to
prepare or approvo, maps, shop
drawings, opinions, roports, surveys,
field orders or change orders, or the
preparing, approving, or falling to
prepar€ or approve, drawings and
specifications; and
(b) Supervisory, inspection, architectural or
engineering activitles,
(2) Any "bodily injury" or "property damage"
caused by "your work" and included in tho
"products-completed operations hazard"
unless the written contract or agreement
specifically requires you to provido such
coverage for that additional insurod during
the policy period.
c. The additional lnsured must comply with the
following duties:
(1) Give us written notlce as soon as praclicable
of an "occurrence" or an offense which may
result in a claim. To the extent posslble, such
notice should ínclude:
(a) HoW when and where the "occunence"
or offenso took place;
(b) The names and addresses of any fnjured
persons and witnesses; and
(c) The nature and location of any injury or
damage arising out of the "occurence"
or offonse.
(21 lf a claim is made or "suil' is brought against
the additional insured:
cG D2 46 04 tg @ 2018 The Traveler€ lndemnlly Company. All rlghts reserved.Page 1 of2
COMMERCIAL GENERAL LIABILITY
(a) lmmediatoly record the speciflcs of the
olaim or"suit" and the date received; and
(b) Notify us as soon as practicable and seo
to it that wo roceive written notice of the
claim or "suit" as soon as practicable.
(3) lmmediately send us copies of all legal
papers recoived ln connection with the clalm
or "suif', cooperate with us in the
investigation or settlement of the claím or
defense against the "suit", and otheruuise
oomply with all policy conditions.
(4) Tender the dofense and indemnity of any
claim or "suit" to any provider of other
insurance which would cover such additional
insured for a loss we cover. However, this
condition does not affect whether the
ínsurance provided to such additional
ínsured is primary to other insurance
available to such additional insured whlch
oovers that person or organization as a
named insured as described in Paragraph 4.,
Othor lnsurance, of Section lV - Commorcial
General Liabillty Conditions.
Page 2 of 2 @ 2018 The Travolers lndemnlty Company. All rlghls ressrvsd.ce D2 46 04 {9
COMMERCIAL GENERAL LIABILITY
POLICY NUMBER: CO-8K289175 lssuE DATE: 04'15'2020
THIS ENDORSEMENT CHANGES THE POLICY. FLEASE READ IT CAREFULLY
nEsrcNATEÐ PROJECT(S)
GEN ERAL AGGRËGATE LIMIT
Thls endorsemenl mod¡f¡es lnsurance provided under the following:
COMMËRCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Deslgnated ProJect(s):
Deslgnated Project
General Aggregate(s):
EÅCH 'rPR0JBCTtr FoR WHtCn yOU EAVn AGREEDT
IN A WRITTEN CONTRACT I,lHIclr IS IN EFFECT
DURING TTTS POTTCY ?ËRTOD, TO PROVIDE A
SBPARATE GENERAT AGGREOATE LI}TIT, PROVIDED
THÀT THE CONTRACT IS SIGNED Á,¡ID EXECUTED
BY YOU BETORE THE JIBODTLY INJT'RYII OR
'IPROPERTY DAì,ÍAGE'' OccuRs.
A. For all sums which the insursd becomos legally
obllgated to pay as darnages caused by "oocur-
rênces" under GOVERAGE A. (SECTION l), and
for all medical e¡penses caused by accldents un-
dor GOVERAGE G (SECTION l), whlch can be
attrlbuted only to operatlons at a slngle desig-
nated "proJecf'shown ln the Schedule above:
1. A separato Designated Projoct General Ag-
grogate Limlt applies to each designated "pro-
joct", and that llmlt ls equal to lhe amount of
the Gsneral Aggregale Limit shown ln lhe
Declarations, unless separate Deslgnatod
Project General Aggregate(s) are sched^
ulod abovs.
2, The Designatod Projecl General Aggregato
Llmlt fs lhe most we wlll pay for the sum of all
damages under COVFRAGE 4., except
damages because of "bodily lnjury" or "prop-
êrty dåmâge" lncluded in the "products-
completed operatlons hazard", and for medi-
cal expenses under GOVERI\GE C, regard-
less of the nümber of;
â. lnsureds;
b. Clålms made or"suits'brought; or
ç, Porsons or organizatiorrs making claims
or brlnglng 'suits".
GENERAL ÀGGREGATE TIMTÎ
SËOIIN ON flIE DECLASATTONS
3. Any payments made under GOVERAGE A.
for damagos or under COVERAGE G, for
medical expênsês shall reduce the Desig-
nated Project General Aggregato Limll for
that deeignatod "project". Such payments
shall not reduce the General Aggregate Llmlt
shown in ths Declarations nor shall they re-
duce any othor Designated ProJect General
Aggregate Llmlt for any other deslgnated
"proJect" shown in the Schedule above.
4. The llmlts shown ln the Declarations for Each
öccurrenoe, Damage To Promises Rented
To You and Medlcal Expense continuo to
apply. However, instead of belng subJoct to
the Genoral Aggregate Limlt shown lrr thê
Declarations, such limits will be subJect to the
applicable Deslgnated ProJect General Ag-
gregate Limit.
B. For qll sums which tha lnsured becomes legally
obligatod to pay as damages caused by "occur-
rqnces" undor COVERAGE A. (SËCTION l), and
for all medlcal expenses caused by accldonts un-
der COVERAGE C. (SECT¡ON l), which cannot
be attrlbuted only to operalions at a sfnglo deslg-
nated "project" shown ln the ScheduJe above:
cG D2 11ø',t 04 Copyright, The Travefers lndemnity tompany, 2004 Pago 1 of 2
COMMERCIAL GENERAL LIABILITY
1, Any payments made under COVËRAGE A.
for damages or under COVER.AGE C. for
.medioal expensÞs shall reduce the amount
avallable under the General Aggregate Limlt
or lhe Products-Gompleted Operatlons Ag-
gregate Limit, whlchaver is appllcable; and
2. Such payments shall not reduce any Desig-
nated ProJect General Aggregate Límlt,
G. Pad 2. of SEGTION lll- LIMITS OF INSURAilICE
ls deletsd and replaced by the lollowing:
2. The GeneralAggregate Limit is fhe most wo
will pay for the sum of:
a. Damages underCoverago B; and
b. Damages from "ocourrenceg" under
COVERAGE A (SECTION l) and for all
medical qxp6ns6s caused by accidonts
under GOVERA,GE C (SECTION l) which
cannot ba attrlbuted only to operalions at
a single deslgnated "proJecf'shown ln ths
SCHEDULE above.
D. When coverage for liability arising out of the
"products-completed operatlons hazard" is pro-
vided, any payments for damages because of
"bodily lnJury" or "property damage" lncluded in
lhe "products-cornpleted operations hazard" will
reduce lhe Products-Çompleted Operations Ag-
gregate Limlt, and not reduce lhe GeneralAggra-
gate Limit nor the Ðeslgnated Project General
Aggregate Llmlt.
E, For the purposos of this endorsement the Deflni'
tlons Sectlon ls amonded by the addition of the
following definition:
"Projecf' mêans an area away from premises
owned by or rented to you al which you are per-
formlng operations pursuant to a contract or
agreemenl. For tha purposos of dotermlnlng the
appllcable aggregate llmlt of insurance, oaoh
"project" that lncludes premlses lnvolving the
same or connocting lots, or prernises whose con-
nectíon ls intenupted only by a street, roadway,
watêMay or righlof-way of a rallroad shall be
consldered a single "projoctn,
F. The provisions of SECTION lll - LIMITS OF
INSURANCE not otherwlss modlfled by thls en-
dorsement shall contlnue to apply as stipulated.
Paga 2 of 2 Copyrlght, The Travelers lndemnity Gompany, 20Û4 ccD2úa104
COMMERCIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
XTEND ENDORSEMENT FOR CONTRACTORS
This endorsement mod¡fies insurance provided underthe following;
COMMERCIAL GENERAL LIABILITY COVERAGE PART
GENERAL DESCRIPTION OF COVERAGE - This endorsement broadens coverage, Howeve¡ coverage for any
injury, damage or medical expenses described in any of ihe provisions of this endorsement may be excluded or
tlmlted by another endorsement to lhis Coverage Part, and these coverage broadoning provisions do not apply to
the extent that covorago is excluded or limited by such an endorsement. The followlng listing is a general
covorage desoription only. Read all the provisíons of this endorsement and the rest of your policy carefully to
determlne rights, duties, and what is and is not covered,
A. Who ls An lnsurod * Unnamed Subsidiaries
B, Blanket Additional lnsured Governmental
Entities - Permits or Authorizations Relating To
Operations
PROVISION$
A. WHO IS AN ¡NSURED UNNAMED
SUBSIDIARIES
The following is added to SECTION ll- WHo lS
AN IN$URED;
Any of your subsidiaries, otherthan a partnership,
joint venture or lirnited liabllity company, that is
not shown as a Named lnsured in the
Declarations is a Named lnsured Ìf:
a. You ars the sole own6r of, or maintain an
ownership lnterest of moro than 507o in, such
subsidiary on the flrst day of the policy period;
and
b. Such subsidiary is not an lnsured under
similar other insurance.
No such subsidiary is an insurod for "bodily injury"
or "property dâmage" that occurrod, or "personal
and advertising injury" caused by an offense
committed;
a. Bofore you maintained an ownership interest
of more than 50% in such subsidiary; or
b. After the date, if any, during the policy perlod
that you no longer maintain an ownership
intersst of more than 50% in such subsidiary.
For purposes of Paragraph 1. of Section ll - Who
ls An lnsurod, each such subsidíary will be
doemed to be designated in the Declarations as:
C. lncidental Medical Malpractice
D. Blanket Waiver of Subrogatlon
E. Contraclual Liability - Railroads
F, Damage To Premises Rented To You
a. An organlzation other than a partnership, joint
venture or limited liability company; or
b. Atrust;
as indicated in its name or the documents that
govern ils structure.
B, BLANKET ADD¡TIONAL INSURED
GOVERNMENTAL ENTITIES - PERMITS OR
AUTHORIZATIONS RELATING TO OPERATIONS
The following is added to SECTION ll - WHO lS
AN INSURED:
Any governmental entity that has issued a permit
or authorization with respect to operatlons
performed by you or on your behalf and that you
aro required by any ordinance, law, building code
or written contract or agreemont to lnclude as an
additionsl insured on this Coverago Part is an
insured, but only with respeot to liability for "bodily
injury", "property damage" or "personal and
advertising injuryo arising out of such operations.
The insurance provided to such govornmental
entíty does not apply to:
a, Any "bodily injury", ''property damage" or
"personal and advertising injury" arising out of
operations performed for the govemmental
entity; or
b. Any "bodily injury" or "property damagen
included in the "products-completed
operations hazard".
@ 2017 Thê fravelers lndemnlly Company. All rlghts reservod.
lncludes copyrþhted materlal of lnsurance Servloes Offlce, lnc., wllh lts pormls8lon,
cc D3 16 02'19 Page 1 of3
COMMERCIAL GENERAL LIABILITY
G. INCIDENTAL MEDICAL MALPRACTICE
1. The following replaces Paragraph b. of the
definition of "occurrenoe" in the
DEFINITIONS Soction:
b. An act or omission committed in providing
or failing to provide ''incidentaf medical
services", first aid or "Good Samaritan
services" to a person, unless you are in
the business or occupation of providing
professional health care services.
2. The following replaces the last paragraph of
Paragraph 2.a.(l) of SEGTION Il - WHo lS
AN INSURED:
Unless you are in the þusiness or occupation
of providing professional health oare services,
Paragraphs (lXa), (b), {c} and (d} above do
not apply to "bodily injury'' arising out of
providing or failing to Provido:
(a) "lncidental medical services" by any of
your "employoss" who is a nurse, nurse
assistant, emergency medical technician
or paramedic; or
{b) First aid or "Good Samaritan services" by
any of your "employeos" or "volunteer
workers", other than an employod or
volunteer doctor, Any such "employees"
or "volunteer wofkers" providing or failing
to provide first aid or "Good Samaritan
seryicoso during their work hours for you
will be deemed to bo acting within the
scope of their employment bY You or
performing dutles related to the conduct
of your business.
3. The following replaces the last sentence of
Paragraph 5. of SECTION ¡ll - LIMITS OF
INSURANCE:
For the purposes of determining the
applicable Eaoh Occurrence Limit, all related
acts or omissions committed in providing or
failing to .provide "incidental medical
services", first ald or "Good Samaritan
servlces" to any one person will be deemed to
be one t'occurrence".
4. The following exclusion is added to
Paragraph 2., Exclusions, of SECTION I -
COVERAGES . COVËRAGE A - BODILY
INJURY AND PROPERry DAMAGE
LIABILITY:
Sale of Pharmaceuticals
"Bodily injury" or "property damage" arising
out of the violation of a penal statute or
ordinance relating to the sale of
pharmaceuticals committed by, or with the
knowledge or consent of, the insured.
5. The following is added to the ÞEFINITIONS
Section:
"lncidental medical servlcgs" means:
a, Medical, surgical, dental, laboratory, xray
or nursing service or treatment, advice or
instruction, or the related furnishing of
food or beverages; or
b. Tho furnishing or dispensing of drugs or
medical, dental, or surgical supplies or
appliances.
6, The following is added to Paragraph 4.b.,
Excess lnsurance, of SEGTION lV
COMMERCIAL GENERAL LIABILITY
CONDITIONS:
This insurance is excess ovêr any valid and
colleotible other insuranoe, whether primary,
excess, contingent or on any other basis, that
is available to any of your "employees" for
"bodily injury' that arises out of providing or
failing to provido "incidental medical services"
to any person to the extent not subject lo
Paragraph 2.a.({} of $ection ll - Who ls An
lnsured.
D. BLANKETWAIVER OF $UBROGATION
The following is added to Paragraph 8., Transfer
Of Rights Of Recovery Against Others To Us,
of SEGTION lV - COMMERCIAL GENERAL
LIABILITY CONDITIONS;
lf the insured has agread in a contract or
agreement to waive that insured's right of
recovery against any person or organizatiorì, we
waive our right of recôvery against such person or
organization, but only for payments we make
þecause of:
a. "Bodily injury" or "property damage" that
occurs; or
þ. "PeÍsonal and advertlsing injury" caused by
an offense that is committed;
subsequent to the oxecution of the contract or
agreement.
E. CONTRACTUAL LIAB¡LITY - RAILROADS
l. The following replaoes Paragraph c. of the
definition of "insüred contract" in tho
DEFINITIONS Section:
c. Any easement or license agreement;
@ 2017 The Travsl€rs lndemnlty company. All tlghts reserved.
lncludes copyrlghted malelal o{ lnsurance Serylces Offfco, lnc., wlth lts permission'
Page 2 of 3 cG D3 l6 02 l9
2. Paragraph f.(l) of the definition of "insured
contract" ln the DEFINITIONS Section is
deleted.
F. DAMAGE TO PREMISES RENTED TOYOU
The foltowing replacos the definition of "premises
damage" in the DEFINITIONS Section:
"Premlses damage" m€ans "property damage" to:
COMMERCIAL GEN ERAL LIABI LITY
a. Any premises while rented to you or
temporarily occupied by you with permission
of the owner; or
b, The contonts of any premises while such
premises is rented to you, if you rent such
prernlses for a period of seven or fower
consecutive days.
@ 2017 Ths Travefers lndemnlly company. All rlghts ressrvod'
lncludes copyrlghted matertal of lnsurance serulces offce, lnc., wlth lts permisslon.
cG D3 {6 02 {9 Page 3 of 3
COMMERÇIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
AMENDMENT - POLLUTION EXCLUSION - INCLUDING
LIMITED COVERAGE FOR POLLUTION COSTS -
CONTRACTORS
This endorsement modifies insurance provided underthe following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
PROVISIONS
1, The following replaces Paragraph f .a.(2) of
SECTION I - COVERAGES - COVERAGE A.
BOD¡LY INJURY AND PROPERW DAMAGË
LIABILITY and of SECTION I - COVERAGES -COVERAGE B PERSONAL AND
ADVERTISING ¡NJ URY LIABILITY:
(2) Our right and duty to defend ond when we
have used up tho applicable limit of insurance
in the paymont of judgmonts or settfements
under Coverages A or B, medical expenses
under Coverage C or "llmited covered
pollution costs" under Coverage D.
2, The followíng replaces Paragraph (1) of Excluslon
f., Pollution, ln Paragraph 2, of SEcTloN I -
COVERAGES _ COVERAGE A - BODILY
INJURY AND PROPERTY DAMAGE LIABILITY:
(l) "Bodily injury" or "property damage" arising
out of the actual, allegod or threatened
dlscharge, dlspersal, seepage, migration,
release or escape of"pollutants":
(a) At or from any premises, site or location
which is or was at any time owned,
occupied or managed by, or rented or
loaned to, any insured. However, this
subparagraph does not apply to:
(¡) "Bodily injury" if sustained within a
building and caused by smoke,
fumes, vapor or soot produced by or
orlginating from equipment that is
used to heat, cool or dehumldify the
bullding, or produood by or originating
from equipment that is used to heat
water for porsonal use by the
bullding's occupants or their guests;
(ii) "Bodily injury" or "property damage"
for which you may be held liable, if
you are a contractor and the owner or
lessee of such premises, site or
location has been added to your
policy as an addltional lnsured with
respect to your ongolng operations
performed for that additional insured
at that premises, site or location and
such premises, qlte or location is not
and never was owned, occupied or
managed by, or rented or loaned to,
any insured, other than that additional
insured;or
(iii) "Bodily injury" or "property damage"
arising out of heat, smoke or fumes
from a "hostile fire";
(b) At or from any premises, site or location
which is or was at any time used by or for
any insured or others for the handling,
storage, disposal, processing or
treatment of waste;
(c) lf such "pollutants" are or were at any
time transported, handled, stored,
treated, disposed of, or processed as
waste by or fon
(i) Any insured; or
{ii) Any person or organization for whom
you may be legally rosponsiblo;
(d) At or from any premises, site or location
on which any insured or any contractors
or subcontractors working diroctly or
indirectly on any insured's behalf are or
were at any tlme performing operations to
test for, monitor, clean up, remove,
contain, treat, detoxify or neutralize, or in
any way respond to, or assess the effects
of, "pollutants"; or
(e) lf any of such dlscharge, dlspersal,
seepage, mþration, release or escape of
"pollutants" resulted in "bodily injury" or
''property damage" that occurred, in
whole or in part, prlor to the policy period.
Any continuation, change or resumptionof such "bodily injury" or "property
damâge" during or after the policy period
will be deemed to havo occurred prior to
@ 2017 The Travolers lndemnlty Company. All rlghts ressryed.
lncludoe copyrighted matorlal of lnsulance Servlc€s Of,ice, lnc, wlth lls permlsslon,
cc Dl 73 02 19 Page 1 ofS
COMMERCIAL GEN ERAL LIABILITY
the policy period. However, this
subparagraph does not âpply to ''bodily
inJury" or "properly damage" included in
the "products-completed operations
hazard".
Paragraphs (lXa), (b) and (c) of ihis
exclusion do not apply to "bodily injurl' or
"property damage" arísing only out of the
dlscharge, release or escape of any
"pollutanl" if such discharge, reloase o[
escape:
(1) ls either:
(a) At or from any premises, site or
location (other than at or from an
"underground tanK') which is owned,
occupied or managed by, or rentod or
loaned to, you during the PolicY
Period; or
(b) From a pipe containlng sowage;
(2) Gommences abruptly during the policy
period and after the effective date of the
Amendment Pollution Exclusion
lncluding Limited Coverage For Pollution
Costs - Contractors endorsement;
(3) Ends within seven consecutivo days after
its abrupt commencement;
(4) Becomes known to an insured listed
under Paragraph l. of Section Il - Who ls
An lnsured, or to än "employee"
authorized by you to glve or receive
notice of any "occurrencer or claim, and
is reported to us, within 30 days after its
abrupt commencement;. and
(5) Does not arise out of any intontional
violation of any govemmental law,
regulation or rule by you or anyone acting
on your behalf,
All "bodily injury" or "property damage"
described in this exception will be deemod to
occur at the time such discharge, release or
escape abruptly commences.
3. The following replaces Paragraph (2) of Exclusion
f,, Pollution, in Paragraph 2. of SEGTION I -
COVERAGES - COVERA.GË A . BODILY
INJURY AND PROPERTY DAMAGE LIABILITY:
(2) "Pollution costs".
4. Tho following replacas Exclusion n., Pollution-
Related, in Paragraph 2. of SËGTION I -
COVERAGES - COVERAGE B - PERSONAL
AND ADVERTISING INJURY LIABILITY:
Pollution Gosts
"Pollution costs".
5. The following is added to SECTION I -
COVERAGES:
COVERAGE D - LIM]TED COVËRAGE FOR
POLLUTION COSTS
1. lnsuring Agreement
a. We will pay those sums that you become
legally obligated to pay as "limitod
covered pollution oosts" to which this
insurance applios. We will have the right
and duty to defend you against any "suit"
seoking those "limited covered pollution
costsn. However, we will have no duty to
defend you against any "suit" seeking
"limited covered pollution costs" to which
this insurance does not apply. We may at
our discretíon investigate any discharge,
release or escape of "pollutants" and
settle any claim or "suit" that may result.
But:
({) The amount we will pay for "limlted
oovered pollution costs" will be
included within, and not in addition to,
the limits of insurance that apply to
Coverage A; and
(2) Our right and duty to defend end
when we have used up the applicable
limit of insurance in the payment of
judgments or settlements under
Coverages A or B, medical expenses
under Coverage C or "limited covored
pollution costs" under Coverage D.
No other obligation or liabllity to pay sums
or perform acts or services is covered
unless explicitly provided for under
Supplementary Payments,
þ. Thls lnsurance applies to "limited covered
pollution costs" only if the "pollutants" for
which the "limited oovered pollution costs"
are incuned also cause "bodily lnjury" or
"property damage" covered under
Coverage Athat:
({) Arises out of a dispersal, seepage,
migration, release or oscape of
"pollutants" at or from any premises,
site or location on whioh any insurod
or åny contractors or subcontractors
working directly or indirectly on any
insured's behalf are performing
operations if the "pollutants" are
brought on or to the premises, site or
n
@ 2017 The Travelêrs lndemnily company, All rlghts r€s€w€d.
lncludes copyrlghted materlal of lnsurancê seÌvlces offlc€, lnc. wlth lts permlsslon.
Page 2 of 5 cc Dl 7g 02 ls
location in connectlon wÍth such
operations by such insured,
contractor or subconlractor; or
(2) ls within the oxoeption to exclusion f.
of Coverage A that requires the
discharge, rolease or escaPe of
"pollutants" to:
(a) Be either:
(¡) At or from anY Premises, site
or location (other than at or
ftom an "underground tank')
whích is owned, occuPied or
managed bY, or rented or
loaned to, you during the
policy period; or
(i¡) From a PlPe contaíning
sewage;
{b) Commence abruPtly during the
policy Period and after the
effective date of the Amendment
- Pollution Exclusion - lncluding
Limited Coverage For Pollution
Costs Gontractors
endorsement;
(c) End within seven consecutlve
da)¡s after its abruPt
commencement;
(d) Become known to an insured
listed under ParagraPh 1, of
Section ll-Who ls An lnsured, or
to an "emPloYee" authorized bY
You to gíve or receive notloo of
any "occurrence" or claim, and be
reported to tts, within 30 daYs
after its abruPt commencement;
and
(e) Not arise out of any intentlonal
violation of any governmental
law, regulation or rule bY You or
anyone actlng on Your behalf.
2. Exclusion
This insuranoo does not apply to "limited
oovered pollutlon costs" which you are
obligated to pay by reason of the assumption
of liability in a contract or agreement. This
exclusion does not apply to liability that you
would have to pay "limited cor¡ered pollution
costs" in the absence of lhe contract or
agreement.
COMMERCIAL GENERAL LIABI LITY
6. The followÍng is added to SECTION ll - \4lHO lS
AN INSURED:
Paragraph S. is the only part of this section that
applies to Section I - Coverage D' For the
purposes of Coverage D, similar coverage âs
used in Paragraph 3. of this ssotion includes any
pollution liability coverage,
7. The following is added to SEGTION lll- LIMITS
OF INSURANCE:
For the purposes of any aggregato limit and the
Each occurrence Limit, "limited covered pollution
costs" under Coverage D wilt be deemed to be
damages because of "properly damage" under
Coverago A.
8. Tho following ls added io Paragraph 3', Legal
Action Against Us, of SEGTION lV
COMMERCIAL GENERAL LIABILITY
CONDITIONS:
With respect to "limited covered pollution costs",
no person or organization has a right under this
Coverage Part:
â. To join us as a party or otherwise bring us
lnto a "suit" asking for "límíted covered
pollution costs" from You; or
b. To sue us on this Coverage Part unless all of
Its terms have been fully compfied with.
With respect to "limlted covered pollution costs'', a
person or organization may sue us to recover on
an agreed settlement or on a final judgment
against you, but we will not be liable for "limited
covered pollution costs" that are not payable
under thê terms of this Coverage Part or that are
in excess of the applicable llmit of insurance, As
used in this provislon, ân agreed settlement
means a settlement and release of liability signed
by us, by you and by the claimant or the
clalmant's legal repres entativê.
9, The following is added to Paragraph 4., Other
lnsurance, of SECTION lV - COMMERCIAL
GENERAL LIABILITY CONDITIONS:
lf valid and colloctiþle other insurance is availaþle
to you for a loss we cover under Coverage D of
this Covorage Part, this insurance is excess over
any of the other insurance, whether primary,
excess, contingenl or on any other basis.
We will have no duty under Coverage D to defend
you against any "sulf if any other lnsurer has a
duty to defend you against that "sultn. lf no other
insurer defends, we will undertake to do so, but
we wlll bo entitled to your rights against all those
other insurers.
@ 2017 The Travelers lndemnlly company. All rlghts reserved.
lncludês copyrlghted materlal of lnsurance servlcos offlcê, lnc. wlth its permlsslon.
cG Dl 790215 Page 3 of5
COMMERCIAL GENERAL LIABILITY
We will pay only our share of the amount of the
loss, íf any, that exceeds the sum of:
(1) The total amount that all such other insurance
would pay for the loss in the absence of this
insurance; and
(2) The total of all deductible and self insured
amounts under all such other insurance.
10. The following is added to Paragraph 8', Transfer
Of Rights Of Recovery Against Others To Us,
of SEGTION lV - COMMËRC|AL GENERAL
LIABILITY CONDITIONS:
Wlth respect to "limited covered pollution costs", if
you have agreed in a contract or agreement to
waive your rights of recovery agaìnst any person
or organization, we waive our right of recovory
against such person or organization, but only for
payments we make þecause of "limited covered
pollution costs" incuffod for a discharge, release
or escape of "pollutants'' that commences
abruptly after the execution of the contract or
agreement.
ll, The following replacos the definition of nsuit" in
the DEFINITIONS Sectlon:
"Suit" means a civil proceeding in which damages
because of "bodily injury", "property damage",
"personal injury" or "advertÍslng injury" to which
this lnsurance applies, or ln which "li4ited
covered potlution costs" to which this insurance
applies, aro alleged. "Suit" includes:
a. An arbitration proceedlng in which such
damages are claimed and to which the
insured must submÌt or does submit with our
oonsent;
þ. Any other alternative dispute resolution
proooeding in which such damages are
claimed and to which the insurod submits with
our consent;
c. An arbitration proceeding in which such
"limited covered pollution costs" are claimed
and to which you must submit or do submit
with our consent; and
d. Any other alternative dispute resolution
proooeding in whioh sush "limited covered
pollution costsn are claimed and to which you
submit with our consent.
12. The following is added to the DËFINITIONS
Section;
"Limited covered pollution costs":
a, Means any cost or expense to test for,
monitor, clean up, remover contain, treat,
detoxify or neutralize, or assess the effects of,
"pollutants".
b. Does not include:
(1) Any punitlve or exemplary damages or
the portion of any multiplied damage
award that exceeds the amount
multiplied;
(2) Any statutory or administrative fine or
penalty;
(3) Any safary of, or benefit for, any of your
"employeeso, any of your partners or
memþers (if you are a partnership orJoint
venture), any of your managers (if you
are a limltod liability company), any of
yourtrustees (if you are a trust), or any of
your "executiræ officers" or directors (if
you are an organization other than a
partnership, jolnt venture, limited liability
company ortrust);
(4) Any cost or expense for:
(a) The repair, roPlacement,
enhancement, restoration or
maintenance of any premisos, site or
location which is or was at anY time
owned, oocuPied or managed bY, or
rented or loaned to, You; or
(b) The prevention of injury to a person
ordamage to another's Property;
{5) Any cost or expense to test for, monitor,
clean up, removo, contain, treat, detoxify
or neutralize, or assess the effects of,
"pollutants", if sush work or oporations
began while such "pollutãnts" arê 0r
wefe:
(a) At any premises, slte or location
which is or was at anY time owned,
occupied or managed by, or rented or
loaned to, you; or
(b) On or in personal property in your
care, custodY orcontrol; or
(c) At that particular part of any proporty
that must be restored, rePaired or
replaced because "your work" was
incorrectly performed on it; or
(6) Any cost or expense to test for, monltor,
clean up, remove, contain, treat, detoxlfy
or neutralize, or assess tho effects of,
"pollutants" on or in any of Your
"employees", after the actual, alleged or
threatened absorption, ingestion or
inhalation of such "pollutants" by any of
@ 2017 The Travelers lndemnlty company. All rlghts reseryêd.
lncludes copyrlghted malerial of lneurance SêÍvlces Office, lnc, wllh lts permlsslon.
Page 4 of 5 cG Þ{ 73 02 lS
youn 'remployeesrr arising out of and in the
course of:
(a) Employment by you; or
(b) Performlng duties related to the
conduct of your business.
"Pollution costs" meâns any loss, cost or expense
arising out of any:
a, Request, demand, order or statutory or
regulatory roquirement that any insured or
others test for, monitor, cleân up, remove,
contain, treat, detoxl$ or neutralize, or in any
way respond to or assess the effects of,
"pollutants"; or
b. Claim or suit by or on behalf of any
governmental authority or any other person or
organlzation because of testing for,
monitoring, cleaning up, removing,
containing, treating, dotoxifying or
neutralÍzing, or in any way responding to, or
assessing the effects of, "pollutants".
COMMERCIAL GENERAL LIABITITY
"Undorground tank" means any ons or
combination of tanks (including any connected
pipe or pump), the volume of which (including the
volume of all connected underground pipos or
pumps) is 10o/o oÍ more:
a. Beneath the surface of tho ground outside of
a building or structure;
b. Beneath the lowest basement floor of a
building orstructure;
c. Otherwlse covered with earthen materials; or
d. Beneath the surface oftho water.
Underground plpos or pumps means all
underground piping or pumpsr lnoluding valves,
e[bows, joints, flanges and flexible connectors
attached to any one or a combination of tanks.
Howevor, "underground tank" does not lnclude
the part of any tank (including the part of any
connected plpe or pump) containing sewage.
@ 2017 The Travêlsrs lnd€mnlty Company, All rlghts reserved.
lncludes copytlghled malerlal ol lnsurance Servlces offce, lnc. wlth lts petmlsslon.
cG Dl 7302Ie Page 5 of 5
COMMERCIAL AUTO
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BLANKET ADDITIONAL INSURED - PRIMARY AND
NON.CONTRIBUTORY WITH OTHER INSURANCE
This endorsement modifies insurance provided under the following
BUSINESS AUTO COVERAGE FORM
PROVISIONS
1. The following is added to Paragraph A.l.c., Who
Is An Insured, of SECTION ll - COVERED
AUTOS LIABILITY COVERAGE:
This includes any person or organization who you
are required under a written contract or
agreement between you and that person or
organization, that is signed by you before the
"bodily injury" or "property damage" occurs and
that is in effect during the policy period, to name
as an additional insured for Covered Autos
Liability Coverage, but only for damages to which
this insurance applies and only to the extent of
that person's or organization's liability for the
conducl of another "insured".
2. The following is added to Paragraph 8.5., Other
lnsurance of SEGTION lV - BUSINESS AUTO
CONDITIONS:
Regardless of the provisions of paragraph a. and
paragraph d. of this part 5. Other lnsurance, this
insurance is primary to and non-contributory with
applicable other insurance under which an
additional insured person or organization is the
first named insured when the written contract or
agreement between you and that person or
organization, that is signed by you before the
"bodily injury" or "property damage" occurs and
that is in effect during the policy period, requires
this insurance to be primary and non-contributory.
ú 2016 The Travelers lndemnity Company. All rights reseryed.
lncludes copyrlghted materlal of lnsurance Services Office, lnc. wlth lts p€rmlsslon
cA T4 74 02 16 Page I of I
COMMERCIAL AUTO
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BUSINESS AUTO EXTENSION ENDORSEMENT
This endorsement modifies insurance provided under the following
BUSINESS AUTO COVERAGE FORM
GENERAL DESCRIPTION OF COVERAGE - This endorsement broadens coverage. However, coverage for any
injury, damage or medical expenses described in any of the provisions of this endorcement may be excluded or
limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to
the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover-
age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en-
dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered.
A. BROAD FORM NAMED INSURED H. HIRED AUTO PHYSICAL DAMAGE. LOSS OF
B. BLANKET ADDITIONAL INSURED USE - INCREASED LIMIT
c. EMPLOYEE HTRED AUTO l. PHYSICAL DAMAGE TRANSPORTATION
EXPENSES - INCREASED LIMIT
D. EMPLOYEESASINSURED J. pERSONALpROpERTy
E. SUPPLEMENTARY PAYMENTS - INCREASED K. ATRBAGSLlMlrs L. NoncE AND KNowLEDGE oF AccTDENT oRF. HIRED AUTO - LIMITED WORLDWIDE COV. LOSS
ERAGE - INDEMNITY BASIS M. BLANKET WATVER OF SUBROGATTON
G. WAIVER oF DEDUGTIBLE - GLASS N. UNTNTENTTONAL ERRORS OR OM¡SS¡ONS
PROVISIONS
A. BROAD FORM NAMED INSURED this insurance applies and only to the extent that
person or organization qualifies as an "insured"
under the Who ls An lnsured provision contained
in Section ll.
C. EMPLOYEE HIRED AUTO
1. The following is added to Paragraph 4.1.,
Who ls An lnsured, of SEGTION ll - cOV-
ERED AUTOS LIABILITY COVERAGE:
An "employee" of yours is an "insured" while
operating an "auto" hired or rented under a
contract or agreement in an "employee's"
name, with your permission, while performing
dulies related to the conduct of your busi-
ness.
2. The following replaces Paragraph b. in 8.5.,
Other lnsurance, of SECTION lV - BUSI-
NESS AUTO CONDITIONS:
b. For Hired Auto Physical Damage Cover-
age, the following are deemed to be cov-
ered "autos" you own:
(f ) Any covered "auto" you lease, hire,
rent or borrow; and
(2) Any covered "auto" hired or rented by
your "employee" under a contract in
an "employee's" name, with your
@ 2015 The Travelers lndemnity Company. All rights reserved.
lncludes copyrighted material of lnsurance Services Off¡ce, lnc. w¡th its permission.
The following is added to Paragraph 4.1., Who ls
An lnsured, of SECTION ll- GOVERED AUTOS
LIABILITY GOVERAGE:
Any organization you newly acquire or form dur-
ing the policy period over which you maintain
50% or more ownership interest and that is not
separately insured for Business Auto Coverage,
Coverage underthis provision is afforded only un-
til the 180th day after you acquire or form the or-
ganization or the end of the policy period, which-
ever is earlier.
B. BLANKET ADDITIONAL INSURED
The following is added to Paragraph c. in 4.1.,
Who ls An Insured, of SEGTION ll - COVERED
AUTOS LIABILITY GOVERAGE:
Any person or organization who is required under
a written contract or agreement between you and
that percon or organization, that is signed and
executed by you before the "bodily injury" or
"property damage" occurs and that is in effect
during the policy period, to be named as an addi-
tional insured is an "insured" for Covered Autos
Liability Coverage, but only for damages to which
cA T3 53 02 l5 Page 1 of4
COMMERCIAL AUTO
permission, while performing duties
related to the conduct of your busi-
ness.
However, any "auto" that is leased, hired,
rented or bonowed with a driver is not a
covered "auto".
D. EMPLOYEES AS INSURED
The following is added to Paragraph 4.1., Who ls
An lnsured, of SECTION ll - COVERED AUTOS
LIABILITY GOVERAGE:
Any "employee" of yours is an "insured" while us-
ing a covered "auto" you don't own, hire or borrow
in your business or your personal affairs.
E. SUPPLEMENTARY PAYMENTS - INCREASED
LIMITS
1. The following replaces Paragraph A.2.a.{21,
of SEGTION II - COVERED AUTOS LIABIL-
ITYCOVERAGE:
(2) Up to $3,000 for cost of bail bonds (in-
cluding bonds for related traffic law viola-
tions) required because of an "accident"
we cover. We do not have to furnish
these bonds.
2. The following replaces Paragraph A.2.a.(41,
of SEGTION II - COVERED AUTOS LIABIL.
ITY COVERAGE:
(4) All reasonable expenses incuned by the
"insured" at our request, including actual
loss of earnings up to $500 a day be-
cause of time off from work.
F. HIRED AUTO . LIMITED WORLDWIDE COV.
ERAGE - INDEMNITY BASIS
The following replaces Subparagraph (5) in Para-
graph 8,7., Policy Period, Coverage Territory,
of SEGTION IV - BUSINESS AUTO CONDI-
TIONS:
(5) Anywhere in the world, except any country or
jurisdiction while any trade sanction, em-
bargo, or similar regulation imposed by the
United States of America applies to and pro-
hibits the transaction of business with or
within such country or jurisdiction, for Cov-
ered Autos Liability Coverage for any covered
"auto" that you lease, hire, rent or borrow
without a driver for a period of 30 days or less
and that is not an "auto" you lease, hire, rent
or borrow from any of your "employees",
partners (if you are a partnership), members
(if you are a limited liability company) or
members of their households.
@ 2015 The Travelers lndemnity Company. All rights reserved.
Includes copyrighted material of lnsurance Services Office, lnc. with its permission.
(a) With respect to any claim made or "suit"
brought outside the United States of
America, the tenitories and possessions
of the United States of America, Puerto
Rico and Canada:
(i) You must arrange to defend the "in-
sured" against, and investigate or set-
tle any such claim or "suit" and keep
us advised of all proceedings and ac-
tions.
(ii) Neither you nor any other involved
"insured" will make any settlement
without our consent.
(iii) We may, at our discretion, participate
in defending the "insured" against, or
in the settlement of, any claim or
"suit",
(iv) We will reimburse the "insured" for
sums that the "insured" legally must
pay as damages because of "bodily
injury" or "property damage" to which
this insurance applies, that the "in-
sured" pays with our consent, but
only up to the limit described in Para-
graph G., Limits Of lnsurance, of
SECTION II - COVERED AUTOS
LIABILITY COVERAGE.
(v) We will reimburse the "insured" for
the reasonable expenses incuned
with our consent for your investiga-
tion of such claims and your defense
of the "insured" against any such
"suit", but only up to and included
within the limit described in Para-
graph C., Limits Of lnsurance, of
SECTION II - COVERED AUTOS
LIABILITY COVERAGE, and not in
addition to such limit. Our duty to
make such payments ends when we
have used up the applicable limit of
insurance in payments for damages,
settlements or defense expenses.
(b) This insurance is excess over any valid
and collectible other insurance available
to the "insured" whether primary, excess,
contingent or on any other basis.
(c) This insurance is not a substitute for re-
quired or compulsory insurance in any
country outside the United States, its ter-
ritories and possessions, Puerto Rico and
Canada.
Page 2 of 4 cA T3 53 02 t5
You agree to maintain all required or
compulsory insurance in any such coun-
try up to the minimum limits required by
local law. Your failure to comply with
compulsory insurance requirements will
not invalidate the coverage afforded by
this policy, but we will only be liable to the
same extent we would have been liable
had you complied with the compulsory in-
surance requirements.
(d) lt is understood that we are not an admit-
ted or authorized insurer outside the
United States of America, its territories
and possessions, Puerto Rico and Can-
ada. We assume no responsibility for the
furnishing of certificates of insurance, or
for compliance in any way with the laws
of other countries relating to insurance.
G. WAIVER OF DEDUCTIBLE - GLASS
The following is added to Paragraph D., Deducti-
ble, of SECTION ¡ll - PHYSICAL DAMAGE
GOVERAGE:
No deductible for a covered "auto" will apply to
glass damage if the glass is repaired rather than
replaced.
H. HIRED AUTO PHYSICAL DAMAGE - LOSS OF
USE.INCREASED LIMIT
The following replaces the last sentence of Para-
graph 4.4.b., Loss Of Use Expenses, of SEC-
TION III. PHYSICAL DAMAGE COVERAGE:
However, the most we will pay for any expenses
for loss of use is $65 per day, to a maximum of
$750 for any one "accident".
I. PHYSICAL DAMAGE TRANSPORTATION
EXPENSES . INCREASED LIMIT
The following replaces the first sentence in Para-
graph 4.4.a., Transportation Expenses, of
SECTION III - PHYSICAL DAMAGE COVER-
AGE:
We will pay up to $50 per day to a maximum of
$1,500 for temporary transportation expense in-
curred by you because of the total theft of a cov-
ered "auto" ofthe private passengertype.
J. PERSONALPROPERTY
The following is added to Paragraph 4.4., Cover-
age Extensions, of SECTION lll - PHYSICAL
DAMAGE COVERAGE:
Personal Property
We will pay up to $400 for "loss" to wearing ap-
parel and other personal property which is:
(l) Owned by an "insured"; and
COMMERCIAL AUTO
(2) ln or on your covered "auto".
This coverage applies only in the event of a total
theft of your covered "auto".
No deductibles apply to this Personal Property
coverage.
K. AIRBAGS
The following is added to Paragraph 8.3., Exclu-
sions, of SECTION lll - PHYSICAL DAMAGE
COVERAGE:
Exclusion 3.a. does not apply to "loss" to one or
more airbags in a covered "auto" you own that in-
flate due to a cause other than a cause of "loss"
set forth in Paragraphs A.l.b. and 4.1.c., but
only:
a, lf that "auto" is a covered "auto" for Compre-
hensive Coverage under this policy;
b. The airbags are not covered under any war-
ranty; and
c. The airbags were not intentionally inflated.
We will pay up to a maximum of $1,000 for any
one "losst'.
L. NOTICE AND KNOWLEDGE OF ACCIDENT OR
LOSS
The following is added to Paragraph 4.2.a., of
SECTION IV - BUSINESS AUTO CONDITIONS:
Your duty to give us or our authorized representa-
tive prompt notice of the "accident" or "loss" ap-
plies only when the "accident" or "loss" is known
to:
(a) You (if you are an individual);
(b) A partner (if you are a partnership);
(c) A member (if you are a limited liability com-
pany);
(d) An executive officer, director or insurance
manager (if you are a corporation or other or-
ganization); or
(e) Any "employee" authorized by you to give no-
tice of the "accident" or "loss".
M. BLANKET WAIVER OF SUBROGATION
The following replaces Paragraph 4.5., Transfer
Of Rights Of Recovery Against Others To Us,
of SECTION IV - BUSINESS AUTO CONDI-
TIONS:
5. Transfer Of Rights Of Recovery Against
Others To Us
We waive any right of recovery we may have
against any person or organization to the ex-
tent required of you by a written contract
signed and executed prior to any "accident"
or "loss", provided that the "accident" or "loss"
arises out of operations contemplated by
@ 2015 The Travelers lndemnity Company. All rights reserved.
lncludes copyrighted material of lnsurance Services Office, lnc. with its permission.
cA T3 53 02 15 Page 3 of 4
COMMERCIAL AUTO
such contract. The waiver applies only to the
person or organization designated in such
contract.
N. UNINTENTIONAL ERRORS OR OMISSIONS
The following is added to Paragraph 8.2., Con-
cealment, Misrepresentation, Or Fraud, of
SECTION IV - BUSINESS AUTO CONDITIONS:
The unintentional omission of, or unintentional
error in, any information given by you shall not
prejudice your rights under this insurance. How-
ever this provision does not affect our right to col-
lect additional premium or exercise our right of
cancellation or non-renewal.
@ 2015 The Travelers lndemnity Company. All rights reseryed.
lncludes copyrlghted material of lnsurance Services Offlce, lnc. with lts permission.
Page 4 of 4 cA T3 53 02 t5
Carrier no: 20001
SAIF policy: 918006 Specialized Pavement Marking, lnc.
Endorsement no: WC000313
Waiver of Our Right to Recover from Others Endorsement
We have the right to recover our payments from anyone liable for an injury covered by this policy. We
will not enforce our right aga¡nst the person or organization named in the Schedule.
This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
Schedule
Description:
Contractor name
ALL OPERATIONS
Persons and/or organizations with whom the insured-employer is required by
written contract to waive subrogation rights.
This endorsement does not alter the rights of an injured worker to pursue recovery from another party
or SAIF to receive a statutory share of recoveries by an injured worker, even from the party listed in the
schedule.
The premium charge for this endorsement is based on one (1) percent of your manual premium.
Effective date: October 01, 2019
This endorsement changes the policy to which it is attached and is effective on the date issued unless
otherwise stated.
Countersigned September 30,, 2019 at Salem, Oregon
www.saif.com
sa¡fäd:"
)çv"w
Kerry Barnett
President and Chief Executive Officer
400 Hiqh Street 5E
Satem, 0R 97312
P: 800.285.8525
F: 503.373.8020
PoLPCI_E4308
2020 Plastic Markings/Singh March 30, 2020
Project Number: 20-3011.2
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 ............................................................... 1-7
1-06 Control of Material ........................................................... 1-10
1-07 Legal Relations and Responsibilities to the Public .................. 1-13
1-08 Prosecution and Progress .................................................. 1-20
1-09 Measurement and Payment ............................................... 1-24
1-10 Temporary Traffic Control ................................................. 1-25
DIVISION 8 MISCELLANEOUS CONSTRUCTION .......................... 8-1
8-10 Guide Posts ..................................................................... 8-1
8-21 Permanent Signing ........................................................... 8-3
8-22 Pavement Marking ........................................................... 8-4
KENT STANDARD PLANS .................................................................. A-1
WSDOT STANDARD PLANS ............................................................... A-2
APPENDIX ....................................................................................... A-3
PERMITS .......................................................................................... A-4
TRAFFIC CONTROL PLANS ............................................................... A-5
PREVAILING WAGE RATES ............................................................... A-6
2020 Plastic Markings/Singh 1 - 1 March 30, 2020
Project Number: 20-3011.2
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
2020 Plastic Markings/Singh 1 - 2 March 30, 2020
Project Number: 20-3011.2
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
2020 Plastic Markings/Singh 1 - 3 March 30, 2020
Project Number: 20-3011.2
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
2020 Plastic Markings/Singh 1 - 4 March 30, 2020
Project Number: 20-3011.2
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
Bids 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.
2020 Plastic Markings/Singh 1 - 5 March 30, 2020
Project Number: 20-3011.2
SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH
THE FOLLOWING:
1-02.14 Disqualification of Bidders
3. The bidder is not qualified for the work or to the full extent of the
bid.
1-03 AWARD AND EXECUTION OF CONTRACT
SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE SECOND PARAGRAPH IN THAT SECTION:
1-03.1 Consideration of Bids
The City also reserves the right to include or omit any or all schedules
or alternates of the Proposal and will award the Contract to the lowest
responsive, responsible bidder based on the total bid amount, including
schedules or alternates selected by the City.
SECTION 1-03.2 IS REVISED BY REPLACING “45 CALENDAR DAYS” WITH “60
CALENDAR DAYS” RELATING TO CONTRACT AWARD OR BID REJECTION.
1-03.2 Award of Contract
SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-03.3 Execution of Contract
No claim for delay shall be granted to the Contractor due to its failure
to submit the required documents to the City in accordance with the
schedule provided in these Kent Special Provisions.
SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-03.7 Judicial Review
Any decision made by the City regarding the award and execution of
the contract or bid rejection shall be conclusive subject to the scope of
judicial review permitted under Washington State Law. Such review, if
any, shall be timely filed in the King County Superior Court, located in
Kent, Washington.
1-04 SCOPE OF THE WORK
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
2020 Plastic Markings/Singh 1 - 6 March 30, 2020
Project Number: 20-3011.2
proposal form, the entire cost of labor and materials required to
perform that work shall be incidental and included with the bid item
prices in the contract.
SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, “KENT SPECIAL
PROVISIONS, KENT STANDARD PLANS” FOLLOWING THE WORDS,
“CONTRACT PROVISIONS” IN THE FIRST SENTENCE OF THE FIRST
PARAGRAPH.
SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE
SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS:
1-04.2 Coordination of Contract Documents, Plans, Special Provisions,
Specifications, and Addenda
1. Approved Change Orders
2. The Contract Agreement
3. Kent Special Provisions
4. Contract Plans
5. Amendments to WSDOT Standard Specifications
6. WSDOT Standard Specifications
7. Kent Standard Plans
8. WSDOT Standard Plans
SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH
(INCLUDING SUBPARAGRAPHS A AND B).
SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND
REPLACING IT WITH THE FOLLOWING:
1-04.4 Changes
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.
2020 Plastic Markings/Singh 1 - 7 March 30, 2020
Project Number: 20-3011.2
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 1-04.11 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.
1-05 CONTROL OF WORK
SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS.
SECTION 1-05.4 IS REVISED BY ADDING A PARAGRAPH AFTER PARAGRAPH 7
1-05.4 Conformity With and Deviations From Plans and Stakes
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,
2020 Plastic Markings/Singh 1 - 8 March 30, 2020
Project Number: 20-3011.2
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.
SECTION 1-05.9 IS SUPPLEMENTED WITH 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
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.
2020 Plastic Markings/Singh 1 - 9 March 30, 2020
Project Number: 20-3011.2
SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-05.10 Guarantees
In addition to any other warranty or guarantee provided for at law or in
the parties’ contract, the Contractor shall furnish to the Contracting
Agency any guarantee or warranty furnished as a customary trade
practice in connection with the purchase of any equipment, materials,
or items incorporated into the project.
Upon receipt of written notice of any required corrective work, the
Contractor shall pursue vigorously, diligently, and without disrupting
city facilities, the work necessary to correct the items listed in the
notice. Approximately sixty (60) calendar days prior to the one year
anniversary of final acceptance, the Contractor shall be available to tour
the project, with the Engineer, in support of the Engineer’s effort to
establish a list of corrective work then known and discovered.
SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE FIRST PARAGRAPH:
1-05.13 Superintendents, Labor, and Equipment of Contractor
Within ten (10) days of contract award, the Contractor shall designate
the Contractor's project manager and superintendent for the contract
work.
SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2020 WSDOT
STANDARD SPECIFICATIONS):
If at any time during the contract work, the Contractor elects to replace
the contract manager or superintendent, the Contractor shall only do so
after obtaining the Engineer's prior written approval.
THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE
FOLLOWING:
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
Other Contracts Or Other Work
It is anticipated that the following work adjacent to or within the limits
of this project will be performed by others during the course of this
project and will require coordination of the work:
2020 Plastic Markings/Singh 1 - 10 March 30, 2020
Project Number: 20-3011.2
2020 Paint Line Striping and RPM Replacement Project
2020 Crack Sealing Project
2020 City of Kent Crew Paving Operations: Work listed in Appendix B
requires installation of markings after the completion of City paving
operations. The City anticipates completion of all paving operations
later in the year and will issue a separate notice to proceed in
accordance with the Contract.
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
SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY.
1-06.2(2) Statistical Evaluation of Materials for Acceptance
SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-06.7 Submittals
1-06.7(1) Submittal Procedures
All information submitted by the Contractor shall be clear, sharp, high
contrast copies. Contractor shall accompany each submittal with a
letter of transmittal containing the following information:
1. Contractor’s name and the name of Subcontractor or supplier who
prepared the submittal.
2. The project name and identifying number.
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.).
2020 Plastic Markings/Singh 1 - 11 March 30, 2020
Project Number: 20-3011.2
4. Description of the submittal and reference to the Contract
requirement or technical specification section and paragraph
number being addressed.
5. Bid item(s) where product will be used.
1-06.7(2) Schedule of Submittals
The Contractor shall create and submit three (3) copies of a schedule of
submittals showing the date by which each submittal required for
product review or product information will be made. The schedule can
be modified, deducted, or added to by the City. The schedule shall be
available at the preconstruction conference (see 1-08.0 of the Kent
Special Provisions). The schedule of submittals must be accepted prior
to the City making the first progress payment. The schedule shall
identify the items that will be included in each submittal by listing the
item or group of items and the Specification Section and paragraph
number and bid item under which they are specified. The schedule
shall indicate whether the submittal is required for product review of
proposed equivalents, shop drawings, product data or samples or
required for product information only.
The Contractor shall allow a minimum of 21 days for the Engineer’s
review of each submittal or resubmittal. All submittals shall be in
accordance with the approved schedule of submittals. Submittals shall
be made early enough to allow adequate time for manufacturing,
delivery, labor issues, additional review due to inadequate or
incomplete submittals, and any other reasonably foreseeable delay.
1-06.7(3) Shop Drawings, Product Data, and Samples
The Contractor shall submit the following for the Engineer’s review:
1. Shop Drawings: Submit an electronic copy or three paper copies.
Submittals will be marked, stamped and returned to the
Contractor. The Contractor shall make and distribute any required
copies for its superintendent, subcontractors and suppliers.
2. Product Data: Submit an electronic copy or three paper copies.
Submittals will be marked, stamped and returned to the
Contractor. The Contractor shall make and distribute any required
copies for its superintendent, subcontractors and suppliers.
3. Samples: Submit three labeled samples or three sets of samples of
manufacturer’s full range of colors and finishes unless otherwise
directed. One approved sample will be returned to the Contractor.
Content of submittals:
1. Each submittal shall include all of the items required for a
complete assembly or system.
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.
2020 Plastic Markings/Singh 1 - 12 March 30, 2020
Project Number: 20-3011.2
3. Each submittal shall verify that the physical characteristics of items
submitted, including size, configurations, clearances, mounting
points, utility connection points and service access points, are
suitable for the space provided and are compatible with other
interrelated items.
4. The Contractor shall label each Product Data submittal, Shop
Drawing or Sample with the bid item number and, if a lump sum
bid item, provide a reference to the applicable KSP paragraph.
The Contractor shall highlight or mark every page of every copy of
all Product Data submittals to show the specific items being
submitted and all options included or choices offered.
The City encourages a creative approach to complete a timely,
economical, and quality project. Submittals that contain deviations
from the requirements of the Contract shall be accompanied by a
separate letter explaining the deviations. The Contractor’s letter shall:
1. Cite the specific Contract requirement including the Specification
Section bid item number and paragraph number for which approval
of a deviation is sought.
2. Describe the proposed alternate material, item or construction,
explain its advantages, and explain how the proposed alternate
meets or exceeds the Contract requirements.
3. State the reduction in Contract Price, if any, which is offered to the
City.
The Engineer retains the exclusive right, at his or her sole discretion, to
accept or reject any proposed deviation with or without cause.
The Engineer will stamp and mark each submittal prior to returning it to
the Contractor. The stamps will indicate one of the following:
1. “APPROVED AS SUBMITTED” – Accepted subject to its compatibility
with the work not covered in this submission. This response does
not constitute approval or deletion of specified or required items
not shown in the partial submission.
2. “APPROVED AS NOTED” – Accepted subject to minor corrections
that shall be made by the Contractor and subject to its
compatibility with the work not covered in this submission. This
response does not constitute approval or deletion of specified or
required items not shown in the partial submission. No
resubmission is required.
3. “AMEND AND RESUBMIT” – Rejected because of major
inconsistencies, errors or insufficient information that shall be
resolved or corrected by the Contractor prior to subsequent re-
submittal. An amended resubmission is required.
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.
2020 Plastic Markings/Singh 1 - 13 March 30, 2020
Project Number: 20-3011.2
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
1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax
SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
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.
1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax
SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
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 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPH BEFORE THE FIRST PARAGRAPH:
1-07.6 Permits and Licenses
The City has obtained the following permits:
a. City of Des Moines ENG2020-0043
b. WSDOT General Permit NWK-2015-KNT approval of traffic control
plan for pavement marking refreshing on SR 99 and SR 516.
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.
2020 Plastic Markings/Singh 1 - 14 March 30, 2020
Project Number: 20-3011.2
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
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.
2020 Plastic Markings/Singh 1 - 15 March 30, 2020
Project Number: 20-3011.2
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).
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.
2020 Plastic Markings/Singh 1 - 16 March 30, 2020
Project Number: 20-3011.2
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)
1-07.13(4) Repair of Damage
SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING SENTENCE 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.
SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH
AFTER THE LAST PARAGRAPH:
1-07.15 Temporary Water Pollution Prevention
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.
2020 Plastic Markings/Singh 1 - 17 March 30, 2020
Project Number: 20-3011.2
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.
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
2020 Plastic Markings/Singh 1 - 18 March 30, 2020
Project Number: 20-3011.2
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.
1-07.23 Public Convenience and Safety
1-07.23(1) Construction Under Traffic
SECTION 1-07.23(1) IS SUPPLEMENTED WITH THE FOLLOWING:
I-5 Ramp Closure will not be allowed. Maintain all driveway
access. Flaggers shall be provided on driveways within the
work zone. Notify affected residents and businesses.
SR 99/SR 516 Intersection Work Hours:
Work Hours at the SR 99/SR 519 intersection to install stoplines,
crosswalk and intersection turn extension lines will be as follows:
Sunday 10:00 p.m. to Monday 5:00 a.m.
Monday 10:00 p.m. to Tuesday 5:00 a.m.
Tuesday 10:00 p.m. to Wednesday 5:00 a.m.
Wednesday 10:00 p.m. to Thursday 5:00 a.m.
Thursday 10:00 p.m. to Friday 5:00 a.m.
Lane Closures on SR 99 and SR 516:
Lane closures are allowed for work within SR-99 and SR-516 as follows:
Sunday 8:00 p.m. to Monday 5:00 a.m.
Monday 8:00 p.m. to Tuesday 5:00 a.m.
Tuesday 8:00 p.m. to Wednesday 5:00 a.m.
Wednesday 8:00 p.m. to Thursday 5:00 a.m.
Thursday 8:00 p.m. to Friday 5:00 a.m.
2020 Plastic Markings/Singh 1 - 19 March 30, 2020
Project Number: 20-3011.2
If the Engineer determines the permitted closure hours adversely affect
traffic, the Engineer may adjust the hours accordingly. The Engineer
will notify the Contractor in writing of any change in the closure hours.
Lane closures or roadway closures are not allowed on any of the
following, which shall take precedence over the allowable hours of lane
closures above:
1. A holiday,
2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday
or Monday are considered a holiday weekend. A holiday weekend
includes Saturday, Sunday, and the holiday.
3. After 12:00 p.m. (noon) on the day prior to a holiday or holiday
weekend.
4. From midnight through noon the day following a holiday or holiday
weekend.
5. Miscellaneous Special Events as follows: NONE
Construction Vehicles
Construction vehicles using a closed traffic lane shall travel only in the
normal direction of traffic flow unless expressly allowed in an approved
traffic control plan, or to keep the asphalt grinding equipment and
paving train off the bridge. Construction vehicles shall be equipped with
flashing or rotating amber lights. Work over an open lane of traffic and
over SR 167 will not be allowed, unless a plan for the protection of the
traveling public from debris falling onto the traveled way and SR 167 is
approved by the Engineer. This protection shall remain in place during
construction and meet minimum vertical clearance for the highway.
Controlled Access
No special access or egress will be allowed the Contractor other than
normal legal movements or as shown in the Plans.
Advance Notification
The Contractor shall notify the Engineer in writing 10 calendar days in
advance of any roadway closure, lane closure, shoulder closure,
sidewalk closures, or any combination thereof.
These notifications do not imply that the closure will be approved.
The Contractor shall submit a detailed schedule which includes all dates
and times for traffic control needs for each roadway, lane, ramp, or
shoulder closure associated with approved Traffic Control Plans to the
Engineer for review and approval by 12:00 PM (noon) of the Monday
three weeks prior to implementing the traffic control plan. The schedule
shall include dates, times, and identification of critical path Work
activities that require traffic control. Due to other work in the area,
submittal of detailed traffic control schedule does not ensure approval
of the dates and time of the proposed traffic control schedule. Within
fourteen calendar days of the submittal the Engineer will notify the
Contractor of approval of all or portions of the traffic control schedule.
Any change to the schedule shall be resubmitted to the Engineer and
shall restart the review and approval process.
2020 Plastic Markings/Singh 1 - 20 March 30, 2020
Project Number: 20-3011.2
Public Notification
The Contractor shall furnish and install information signs that provide
advance notification of a ramp closure, road closure, or both, a
minimum of seven (7) calendar days prior to the closure. PCMS may
be used for this notice. Sign locations, and messages, shall be as
provided to the Engineer for approval.
The Contractor shall notify the Washington State Patrol; local fire,
police, emergency service, and city engineering departments; Medic 1
and Metro Transit (206-684-2732) when applicable; other transit
companies; and the affected school district(s) in writing a minimum of
five working days prior to each closure. The Contractor shall furnish
copies of these notifications to the Engineer.
SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.24 Rights of Way
Street right of way lines, limits of easements and limits of construction
are indicated or defined on the plans. The Contractor's construction
activities shall be confined within these limits, unless arrangements for
use of private property are made.
It is anticipated that the City will have obtained all right of way,
easements or right of entry agreements prior to the start of
construction. Locations where these rights have not been obtained will
be brought to the Contractor's attention prior to start of construction.
The Contractor shall not proceed with any portion of the work in areas
where right of way, easements or rights of entry have not been
acquired until the Engineer certifies to the Contractor that the right of
way or easement is available or that the right of entry has been
received.
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:
2020 Plastic Markings/Singh 1 - 21 March 30, 2020
Project Number: 20-3011.2
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))
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
2020 Plastic Markings/Singh 1 - 22 March 30, 2020
Project Number: 20-3011.2
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.
Permission to work between the hours of 10:00 p.m. and 7:00 a.m.
during weekdays and between the hours of 10:00 p.m. and 9:00 a.m.
on weekends or holidays may also be subject to noise control
requirements. Approval to continue work during these hours may be
revoked at any time the Contractor exceeds the City’s noise control
regulations or the city receives complaints from the public or adjoining
property owners regarding noise from the Contractor’s operations. The
Contractor shall have no claim for damages or delays should this
permission be revoked for these reasons.
The Engineer may grant permission to work Saturdays, Sundays,
holidays or other than the agreed upon normal straight time working
hours, but may be subject to other conditions established by the City or
Engineer. These conditions may include, but are not limited to the
following: hours worked by City employees; impacts to the construction
schedule; or accommodations to adjoining properties affected by the
contract work.
1-08.4(A) Reimbursement for Overtime Work of City Employees
Following is a non-exclusive list of work that may require Contractor
reimbursement for overtime of City employees. The City will bill the
Contractor at the OVERTIME RATE in order for locate crews to
complete other work. If the locate request is for nights, weekend,
holidays or at other times when locate crews are not normally working,
all locate work and expenses, including travel, minimum call out times,
and/or Holiday premiums will be borne by the Contractor.
2020 Plastic Markings/Singh 1 - 23 March 30, 2020
Project Number: 20-3011.2
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 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
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
2020 Plastic Markings/Singh 1 - 24 March 30, 2020
Project Number: 20-3011.2
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 provide in Section 1-
09.4, provided that no profit of any kind will be allowed on any increase
in cost necessarily caused by the suspension.
SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY
DELETING THE FOURTH AND SIXTH PARAGRAPHS.
1-09 MEASUREMENT AND PAYMENT
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.
2020 Plastic Markings/Singh 1 - 25 March 30, 2020
Project Number: 20-3011.2
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.
SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-09.11(3) Time Limitations and Jurisdiction
This contract shall be construed and interpreted in accordance with the
laws of the State of Washington. The venue of any claims or causes of
action arising from this contract shall be exclusively in the Superior
Court of King County, located in Kent, Washington.
For convenience of the parties to this contract, it is mutually agreed
that any claims or causes of action which the Contractor has against the
City arising from this contract shall be brought within 180 days from
the date of Final Acceptance of the contract by the City. The parties
understand and agree that the Contractor’s failure to bring suit within
the time period provided shall be a complete bar to any such claims or
causes of action.
It is further mutually agreed by the parties that when any claims or
causes of action that a Contractor asserts against the City arising from
this contract are filed with the City or initiated in court, the Contractor
shall permit the City to have timely access to any records deemed
necessary by the City to assist in evaluating the claims or actions.
SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-09.13 Final Decision and Appeal
All disputes arising under this contract shall proceed pursuant to
Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and
any Kent Special Provisions provided for in the contract for claims and
resolution of disputes. The provisions of these sections and the Kent
Special Provisions must be complied with as a condition precedent to
the Contractor’s right to seek an appeal of the City’s decision. The
City’s decision under Section 1-09.11 will be final and conclusive.
Thereafter, the exclusive means of Contractor’s right to appeal shall
only be by filing suit exclusively under the venue, rules and jurisdiction
of the Superior Court of King County, located in Kent, Washington,
unless the parties agree in writing to an alternative dispute resolution
process.
1-10 TEMPORARY TRAFFIC CONTROL
SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2020 Plastic Markings/Singh 1 - 26 March 30, 2020
Project Number: 20-3011.2
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
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
2020 Plastic Markings/Singh 1 - 27 March 30, 2020
Project Number: 20-3011.2
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 unit bid price per hour for “Uniformed Off-Duty Police Officer” will
be complete compensation for the utilization of uniformed off-duty
Police Officer(s) for traffic control purposes. This bid item includes all
the equipment, and vehicle needed for the police officer to perform his
duties. Cost is per hour for each hour an Officer is on the project with a
minimum call-out time of three hours. The Contracting Agency (City of
Kent) has set the unit price for “Uniformed Off-Duty Police Officer” at
eighty dollars ($80.00) per hour minimum. Should the Contractor
determine that the cost for this work is greater than the minimum price
shown in the bid form, the Contractor may bid a higher price. Should
the Contractor write in a unit price less than the minimum price shown
in the bid form, the minimum unit price shown in the bid form shall
govern and become part of the bid. No adjustment will be made for
overtime hours or holidays.
The lump sum contract price for “Temporary Traffic Control Devices”
shall be full pay for providing the work described in Section 1-10.3(3)L
of the Kent Special Provisions. Progress payment for the lump sum
item “Temporary Traffic Control Devices” will be made as follows:
1. When the initial temporary traffic control devices are set up, 50
percent of the amount bid for the item will be paid.
2. Payment for the remaining 50 percent of the amount bid for the
item will be paid on a prorated basis in accordance with the total
job progress as determined by progress payments.
The unit contract price for “Portable Changeable Message Sign (PCMS)”
per day shall be full pay for all costs for furnishing, transporting, initial
installation within the project limits, maintaining and removing the
PCMS, and associated work described in Section 1-10.3(3)C of the
WSDOT Standard Specifications. Relocation of the PCMS within the
project limits will be paid under the item “Traffic Control Labor.”
The unit contract price for “Sequential Arrow Sign (SAS)” per day shall
be full pay for all costs for providing, maintaining and removing the
SAS, and associated work and maintenance described in Section
1-10.3(3)B of the WSDOT Standard Specifications. The operator of this
device will be paid under the item “Traffic Control Labor.”
2020 Plastic Markings/Singh 1 - 28 March 30, 2020
Project Number: 20-3011.2
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.
2020 Plastic Markings/Singh 8 - 1 March 30, 2020
Project Number: 20-3011.2
DIVISION 8 – MISCELLANEOUS CONSTRUCTION
8-10 GUIDE POSTS
SECTION 8-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-10.1 Description
This work shall also consist of furnishing and installing traffic separator
curb system at location(s) shown in the plans or as directed by the
Engineer.
SECTION 8-10.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-10.2 Materials
Traffic Separator Curb System:
The following is a list of acceptable traffic separator curb systems:
Traffic Separator Curb System
Product Manufacturer
Tuff Curb Impact Recovery Systems
The contractor may propose an alternative product meeting these
specifications, however, the Engineer reserves the right to accept or
reject any product not shown on this list. Alternative products must
meet the following specifications.
The traffic separator curb system used shall be NCHRP-360 and MASH
2009 compliant. The color of the traffic separator curb system shall be
consistent with its intended use and as described in Part 3 of the
current edition of the Manual on Uniform Traffic Control Devices.
All hardware shall be zinc plated.
The traffic separator curb system shall consist of 3 components
designed for easy change-out of any one part when necessary. The
components are:
1. Modular curb
2. Reactive spring assembly, and
3. Channelizer
Modular Curb
Each modular curb section shall be 40 inches long, constructed of highly
durable injection molded HDPE material resistant to ultraviolet light,
ozone, and hydrocarbons; and featuring solid color throughout the
material. Curb height shall not exceed 4 inches in height and 12 inches
in width. An 18” tapered end section shall be used at beginning and
end of each run. Curbing sections shall not interconnect, but have the
2020 Plastic Markings/Singh 8 - 2 March 30, 2020
Project Number: 20-3011.2
ability to space sections to facilitate passage of water between sections
of curb.
Each modular curb section shall have two flattened areas on the top,
equally spaced about the curb mid-point, for the installation of Type 2
raised pavement markers.
Raised pavement markers shall meet the requirements of Section 8-
09.2.
Reactive Spring Assembly
The reactive spring assembly shall have an anti-twist feature to assure
channelizer is returned to an upright position facing traffic and designed
to withstand multiple vehicle impacts and rebound the delineator to
upright position.
The reactive spring assembly shall be integral to the delineator and
shall bolt onto the modular curb and/or surface mount base. Quick
release feature will not be allowed.
Channelizer
All channelizers must conform to the Manual of Uniform Traffic Control
Devices with reactive spring assembly integral to the channelizer.
a. Hazard Marker: Type III Hazard (Object) Marker shall be 8” (8”x24”
with 36” overall height) or 12” (12”x26” with 48” overall height).
Hazard Marker will contain flexible high intensity reflective sheeting
with black diagonal stripes.
b. Delineator Post: Delineator posts shall be round, constructed of
flexible plastic resistant to ultraviolet light, ozone, and hydrocarbons
having the following dimensions and features:
Diameter: 2.25 inches to 2.375 inches
Length: 28 inches
Post Top: Round black cap
Sheeting: two 3-inch wide x 12” section of Type V Super High
Intensity reflective sheeting around the delineator
c. Vertical Panel: Vertical panel shall be 8”x24” or 12”x24 with a 36”
overall height. Vertical panel will contain white flexible high
intensity reflective sheeting with a 4” orange stripe.
SECTION 8-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-10.3 Construction Requirements
Installation shall be per manufacturer’s recommendations or as directed
by the Engineer.
2020 Plastic Markings/Singh 8 - 3 March 30, 2020
Project Number: 20-3011.2
The surface receiving the traffic separator curb system shall be clean
and free of any rocks and/or debris. The receiving surface shall be
planar such that the entire bottom of each curb unit maintain contact
with the surface.
When installing traffic separator curb system on PCC surface, use
concrete screw anchors approved by the curb manufacturer. When
installing traffic separator curb system on asphalt surface, use multi-
purpose sleeve anchors approved by the curb manufacturer.
Unless specified in the plans, gaps between adjacent curb shall not be
less than ½” apart and more than 1”. Curb end cap must be installed
at the beginning and end of each run of traffic separator curb system.
SECTION 8-10.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-10.4 Measurement
“Traffic Separator Curb w/ Delineators” will be measured by linear foot
along the line of properly installed curb and tapered curb ends.
SECTION 8-10.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-10.5 Payment
The unit bid per linear foot for "Traffic Separator Curb w/ Delineator
Posts" constitutes complete compensation for all materials, labor,
anchors, bolts, hardware, raised pavement markers, reflective sheeting,
caps, tools and equipment necessary for furnish and install the traffic
separator curb system, including surface preparation, in accordance
with these Specifications.
8-21 PERMANENT SIGNING
8-21.2 Materials
Sign posts shall be rolled carbon sheet steel, ASTM 1011 grade 50 and
be hot dipped galvanized per AASHTO M-120 with minimum yield
strength of 60,000 psi. Sign post shall be 2” square with 7/16”
diameter pre-punched holes on 1” center full length of the post on all
sides.
Post anchors shall be zinc hot dipped galvanized material meeting ASTM
A500 grade B, 7 gauge. 2 ½” x 2 ½” square Telespar anchor or
Engineer approved equivalent. Post anchor length shall be 30”. Post
anchor shall have a 7/16” diameter hole on each side of the post
located 2” from the top.
SECTION 8-21.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-21.3 Construction Requirements
All sign post shall be installed on concrete foundation and anchor per
Kent Standard Plan 6-82aM. The concrete in the sign foundation shall
2020 Plastic Markings/Singh 8 - 4 March 30, 2020
Project Number: 20-3011.2
be Commercial Concrete in accordance with the requirements of Section
6-02.
All signs shall be manufactured and installed in strict compliance with
Kent Standard Plan 6-82aM.
Each sign post shall only have one sign attached or as directed by the
Engineer. Supplemental placard sign W16-7P shall be installed on the
same post as W11-2.
The height distance from the bottom of the sign to the edge of sidewalk
shall not be less than 7 feet.
8-22 PAVEMENT MARKING
REVISE THE LAST SENTENCE OF THE SECOND PARAGRAPH AS FOLLOWS:
8-22.1 Description
Except for “LOAD ZONE” and “R” in the railroad crossing symbol, traffic
pavement marking letters and numerals shall be 8-feet high per
WSDOT Standard Plan M-80.10-01 and M-80.20-00 for high-speed
application (regardless of the posted speed limit of the street). The “R”
in the railroad crossing symbol shall be as shown on Kent Standard Plan
6-78M. The “LOAD ZONE” letters shall be 12 inch in height. Layout of
ONLY and arrows in the left turn pockets shall be as shown in the Kent
Standard Plan 6-81.
Plastic Pedestrian Pavement Marking pedestrian symbol shall be per
Kent Standard Plan 6-79.
SECTION 8-22.2 IS SUPPLEMENTED WITH THE FOLLOWING:
8-22.2 Materials
Type A (Liquid Hot Applied Thermoplastic) plastic material shall be
used when applying the following pavement markings.
Plastic Crosswalk Lines
Plastic Stop Lines
Plastic Railroad Crossing makings
Intersection Turn Extension Line
Type B (Pre-Formed Fused Thermoplastic) plastic material shall be
used when applying the following pavement markings.
Plastic Bike Lane symbols
Plastic Speed Bump markings
Plastic Pedestrian Plastic marking symbol
Type D (Liquid Cold Applied Methyl Methacrylate) plastic material
shall be used when applying the following pavement markings.
Plastic Traffic Arrows
Plastic Traffic Letters
LOAD ZONE Plastic Traffic Letters
Profiled Plastic lane lines
2020 Plastic Markings/Singh 8 - 5 March 30, 2020
Project Number: 20-3011.2
Plastic flat long lines
Plastic wide lane lines
Plastic Bike Lane Lines
Profiled Plastic Double Yellow Centerlines
Profiled Plastic Two-Way Left Turn Lane Lines
Type A plastic material shall be BC2000 series or approved equal
meeting the requirements of Section 9-34 and the following
requirements. Type A plastic materials shall be capable of being
applied at a temperature between 375 °F to 450 °F (190 °C to 230 °C)
and to the required thickness without excessive overspray, running or
deformation of the edges. Type A plastic materials shall be capable of
bearing traffic within 5 minutes after application, 10 minutes when
pavement surface temperature is at or above 130 °F(54°C), and show
no deformation or flaking at temperatures between –10 °F to 140 °F (–
23 °C to 60 °C). The marking compound shall contain glass beads and
shall have top dressing of glass beads applied.
Type B plastic material shall have glass beads homogeneously blended
throughout the material with a securely bonded protruding exposed
layer of beads that provide immediate and required
retroreflectivity. No additional glass beads shall be needed to be
dropped on the material during application to obtain the required
retroreflectivity. The top surface of Type B material shall have regularly
spaced indents. The closing of these indents during application shall
act as a visual cue that the material has reached a molten state
allowing for satisfactory adhesion and proper bead embedment and as a
post-application visual cue that the application procedures have been
followed.
Type D plastic material shall meet the requirements of Section 9-34.
Glass beads shall be as recommended by the material manufacturer.
Raised Pavement Markers shall meet the requirements of Section 8-
09.2.
All materials shall be selected from material listed in the Washington
State Department of Transportation qualified product list (QPL).
SECTION 8-22.3(3)E IS SUPPLEMENTED WITH THE FOLLOWING:
8-22.3(3)E Installation
Type B material shall be applied using the propane torch method as
recommended by the manufacturer of the Type B material.
SECTION 8-22.3(3)F IS SUPPLEMENTED WITH THE FOLLOWING:
8-22.3(3)F Application Thickness
All markings shall meet the thickness requirements for flat/transverse &
symbol for the various type of plastic material.
2020 Plastic Markings/Singh 8 - 6 March 30, 2020
Project Number: 20-3011.2
8-22.3(4) Tolerances for Lines
SECTION 8-22.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-22.3(4)A Tolerances For Traffic Letters and Symbols
Traffic Letters - The letter’s width of field of a marking shall be not be
less than specified in the WSDOT Standard plans specified in the
Contract or greater than specified plus ¼ inch. Edges shall be crisp and
sharp with no more than ¼ inch variation in width. Seam and overlap
of plastic marking material are not allowed in field of a marking that are
less than 12 inches wide. Overlap of plastic material will be limited to 3
in field of a marking that are 12 inches or greater. Gap between passes
of plastic material to form traffic letters will not be allowed.
Symbols – The dimension of the symbols shall be not less than
specified in the in the Contract or greater than specified dimensions
plus ¼ inch. Edges shall be crisp and sharp with no more than ¼ inch
width variation. Seam and overlap of plastic marking material is not
allowed in field of a marking that are less than 12 inches wide. Overlap
of plastic material will be limited to 3 in field of a marking that have
width 12 inches or greater. Gap between passes of plastic material to
form symbols will not be allowed.
SECTION 8-22.3(5) IS SUPPLEMENTED WITH THE FOLLOWING:
8-22.3(5) Installation Instructions
All markings required to be installed at each intersection shall be
completed prior to mobilizing to the next intersection.
Both the pavement surface and the air temperature at the time of
application shall not be less than 50°F (as measured by a temperature
gun) and shall be rising. The road surface shall be absolutely dry.
When the type of stop line replacement is identified as “Fill-in” in
Appendix A and B, only the worn out portion of the stop line is required
to be refreshed, otherwise, the entire length of stop line will be
refreshed.
When the type of crosswalk replacement is identified as “Partial” in
Appendix A and B, only the worn out portion of the crosswalk is
required to be refreshed, otherwise, the entire crosswalk will be
refreshed.
SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-22.3(6) Removal of Pavement Markings
All existing markings to be covered by the new markings shall be
sufficiently removed for proper installation of new markings. Visible
remnants of replaced markings shall be sufficiently removed.
2020 Plastic Markings/Singh 8 - 7 March 30, 2020
Project Number: 20-3011.2
Under no circumstance shall paint, plastic material, sediment, and
debris from the removal of pavement markings will be allowed to enter
the stormwater system.
Removal of pavement markings shall be performed on the same work
shift and under the same traffic control set-up as the installation of the
pavement markings.
SECTION 8-22.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-22.3(7) Reporting
On a daily basis, the Contractor shall provide a report to the Engineer
with the following information:
a. Project location.
b. Crew Superintendent.
c. Date, pavement surface temperature (°F), air temperature
(°F), rain free forecast or rain forecast checked via what
source, AM and PM actual weather.
d. Bid items, quantity and location installed.
e. Traffic control used, including number of hours.
f. Start and stop time of shift.
g. Product temperature within the hopper prior to application.
At a minimum, Contractor shall check product temperature
within the hopper every 30 minutes of work shift and provide
documented results for Engineer.
h. Product temperature at wand where product comes in contact
with the road surface. Contractor shall provide results at
each marking location (i.e. at each leg of an intersection)
Contractor shall sign each day’s report certifying that material was
installed per contractor provided instructions to Engineer.
SECTION 8-22.4 IS REVISED BY DELETING THE LAST 2 PARAGRAPHS AND
REPLACED WITH THE FOLLOWING:
8-22.4 Measurement
Removal of stop line and crosswalk necessary to relocate such marking,
removal of “ONLY” traffic letters as identified in Appendix A and B will
be measured per square foot of removed plastic traffic marking. Any
other removal will be considered incidental to the unit cost of installed
pavement markings.
“LOAD ZONE Plastic Traffic Letters” will be measured by each marking
comprising of 8 letters forming the words “LOAD ZONE”.
2020 Plastic Markings/Singh 8 - 8 March 30, 2020
Project Number: 20-3011.2
SECTION 8-22.5 IS REVISED ACCORDING TO THE FOLLOWING:
8-22.5 Payment
All items referencing removal of plastic lines or markings are deleted.
“Additional Plastic Traffic Marking Removal,” per square foot.
“Intersection Turn Extension Line,” per linear foot
“Plastic Pedestrian Pavement Marking,” per each
“LOAD ZONE Plastic Traffic Letters,” per each
“Removing Raised Profile Plastic Line,” per linear foot
2020 Plastic Markings/Singh A - 1 March 30, 2020
Project Number: 20-3011.2
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.
STREET
Detail No 1 High Visibility Crosswalk Marking
6-74M Typical Lane Markings
6-75M Plastic Crosswalk Markings
6-76M Plastic Arrows, Stop Bars & Only Legend
6-77M Fire Lane Marking
6-78M Railroad Grade Crossing Pavement Markings
6-79 Typical Pavement Markings
6-80M Symmetrical Left Turn Pocket Layout
6-81M Left Turn Pocket at End of Two Way Left Turn Lane Layout
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.
EXISTING CROSSWALK
PAVEMENT MARKINGS
HIGH VISIBILITY CROSSWALK MARKING
NEW 12" WHITE
THERMOPLASTIC
6" FROM GUTTER
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 AND AT PERIODIC
INTERVALS WITH A MAXIMUM SPACING
OF 600 FEET, CENTERED IN LANE.
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, TYPE
D (MMA). CORUNDUM SHALL ALSO BE
ADDED.
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
ARROW DETAIL
FACE OF CURB LINE
OR EDGE OF PARKING
SEE NOTE 3
SEE NOTE 1
3'-0"
6"
SEE NOTE 2
BIKE RIDER SYMBOL DETAIL
PEDESTRIAN SYMBOL DETAIL
H
W
6'-0"
3'-4"
30MPH OR LESS
SPEED
35MPH OR GREATER
4'-0"
6'-0"
2'-1"
3'-2"
H W
2'-8"
6'-0"
3"
1'-0"
EDGE OF 8" SOLID
WHITE LANE LINE
TRAFFIC DIRECTION6'-0"
5'
2020 Plastic Markings/Singh A - 2 March 30, 2020
Project Number: 20-3011.2
WSDOT STANDARD PLANS
ROADWAY DELINEATION
M-2.20-03 Off-Ramp Gore Area Marking Layouts
M-2.21-00 On-Ramp Gore Area Marking Layouts
M-7.50-01 High Occupancy Vehicle (HOV) Lane Symbol Layout
M-24.20-02 Symbol Markings ~ Traffic Arrows for High-Speed Roadways
(3 sheets) (reference for Type 6L Traffic Arrow Only)
M-24.60-04 Symbol Markings Miscellaneous (reference for Chevron Crosshatch
marking only)
M-80.10-01 Traffic Letter and Numeral Application (2 sheets)
M-80.20-00 Traffic Letters and Numerals (High Speed Roadways)
NOTEdUIoFu
e
to
2I
to
lnstall a minimum of 3 sets of diagonals,/chevrons in ths gore arsa.
A 50' (ft) spacing is slandardi however, for gore ar€as shorter lhan
150' (ft), use a 25' (ft) spacing, and for gore areas greater than
400' (ft), a spacing of 100' (fi) may be used.
YELLOW EOGE LINE
WHITE EDGE LINE
CHEVRON MARKTNG (TYP.) -
VVIIITE CROSSHATCH MARKING
SEE ATAiIDARD PL N T.2'.60
FOR SIZE
W|DE LANE LINE/
Q or oone anee J t--
TYPE 2Y RPMS
@ 80 SPACTNG
CONTINUE GORE..- AT SAME SPACING TO
OF GORE AREA (SEE NOTE 1)
WDE LANE LINE (TYP.}
GORE AREA MARKINGS
WITH CHEVRONS
NOTE
NOTE
YEILOW EDGE LINE
Q oF GoRE AREA
j
TYPE 2W RPMS (TYP.)
GORE AREA SUPPLEMENT
WTH TYPE 2 RAISED
PAVEIT,IENT MARKERS
cHEVRON MARKTNG (TYP.) -
WHITE CROSSHATCH MARKING -
SEE STANDARD PLAN f.2/l.6o
FOR SIZE
WHITE EDGE LINE
John
Jul 7 3:51 PM
cdSn
OFF.RAMP GORE AREA
MARKING LAYOUTS
STANDARD PLAN M.2.2O.03
SHEETlOFlSHEET
APPROVED FOR PUBLICATION
.' Caaenicr,Jcn
,! ./l rullozolt?.16^M
-j.]'-
.q
-
STATEOEAGNENGINEER
fi
WrXtn6 SH. o.pldh.nr ol TE.tFtuilon
?1,,'i:L
I
{SEE NOTE 1I (SEE NOTE 1)
(SEE NOTE 1)(SEE NOTE 1)
dUIo
l!Jr
3oo
idzI
Eo
YELLOW EDGE LINE
WHITE EDGE LINE
- -i \;;;"".,^-*
NOTE
YELLOW EOGE L!NE
q oF GORE AREA
lnstall a minimum of 3 sets of diagonalvchevrons in the gore area.
A 50' (fl) spacing is standard; how6ver, for 9016 ar6as shoder than
'150' (ft), us€ a 25' (n) spacing, and for gors arsas gr€ater than
400' (ft), a spacing of 100' (f0 may be used.
cHEVRON MARKING (TYP.) -
WHITE CROSSHATCH MARKING.
SEE STANDARD PLAN T.24.60
FOR SIZE
3' (FT) MtN. TO
8'(Fr)MAX. -\j-
WDE LANE LINE
NOTE
TRUNCATED GORE ALTERNATIVE
q oF GoRE AREA
GORE AREA i'ARKINGS
WTH CHEVRONS
CONTINUE GORE MARKINGS
AT SAME SPACING TO
OF GORE AREA (SEE NOTE 1)
CONTINUE GORE MARKINGS
SPACING TO END _-
AREA (SEE NOrE 1)
TYPE 2Y RPMS
@ 8O' SPACING
TYPE 2W RPMS (TYP,)
CHEVRON MARKING (TYP.)
WHITE CROSSHATCH MARKING
SEE STANDARD PLAN T.2/T.80
FOR SIZE
wlDE LANE LINE (TYP,)
GORE AREA SUPPLEMENT
WTH TYPE 2 RAISED
PAVEMENT MARKERS
\
John
Jul 7 201 5 3:52 PM
@En
OII.RAMP GORE AREA
MARKING LAYOUTS
STAI{DARD PLAI{ M.2.2'T.OO
SHEET 1 OF ,1 SHEET
APPROVED FOR PUBLICATION
.-,w Wsthirybn Stft DFdmdolTEnrFdid
NOTE Vvt]ITE EDGE LINE
f
vG
=t6
2ato
q
HOV LANE NOTE
\Men Sp€cilied in the Contract Plans, the HOV Symbol Marking shall
be installed with an oftset of 1 foot max. fiom the lane centerlins.
EXPTRES AUGTjST q.2001
HIGH OCGUPAI{CY VEHICLE
(HOV) tAttlE SYMBOL
LAYOUT
STANDARD PLAil M.7.sO.OI
SHEETlOFlSHEET
2'-6'
1',-3'
tl
b
x
FUUu
oz
ca
g
!g
T
2
=F
u
o
4.
d
F!UEF
Fo
I_-l I
\[\
i{
I
I{
8l
"t
EIEEl
I MARKING AREA
11.40 SQ.FT.
HOV LANE SYi'BOL
APPROVED FOR PUBLICATION
Ken L. Smith 01-30-07
ffiiiii- --NE-,Wi
wdhtncd sh D.Fnh.nt d lEn.pddhn
!
I.AYOUT
EuIoFu
L
oo
t6t
do
SYMBOL
& LANE
2'-0'
s'
E"
MARKING AREA
23.14 SO.FT.
c
NOTE
Use ths dimensions shown on this plan tor 6ach
typs of Traftic Arrow being placed on roadways
with a posted spead limit of 45 mph or higher
and on all on-ramps and off-ramps.r&
SYMBOL
& UNE
eSYMBOL
r' - 10'
6'
TYPE 1 TRAFFIC ARROW
LANE
e
i
2'-0"
't'- 8'
MARKING ARil
17.93 SQ.FT.
GR|D rS 4'(rN) SOUARE
ELLIPSE''A'
F
b
b
to
s
U
d
U
'i
o
MARKINGAREA 6
17.44 SO.FT.
MARKING AREA
17.93 SO.FT.
TYPE 2R (RIGHT)
TRAFFIC ARROW
MIRROR IMAGE OF
TYPE 2L TRAFFIC ARROW
1',- 0"
'A' AX|S
r*itlitt Apr 16 2015 2:23 P[/
SYMBOL MARI$NGS -
TRAFFIG ARROWS FOR
HIGH-SPEED ROADWAYS
STANDARD PLAN M.24.20.02
SHEEIlOF3SHEETS
'1'.4' - ELLIPSE'B'AXIS
TYPE 2L(LEFT}
TRAFFIC ARROW
APPROVEO FOR PUBLICATION
p* BJdUE ^pt
20 2015 1o:1o
^M- STATEDEAGNENGINEM
-W
wqhiryto Sicr. D.Fdndr.l lEn.ponodonTYPE 5 TRAFFIC ARROW
tU!oFU
oo
t6zI
to
6'0"l',-6',
2'-0'
1'- 8',
2'- O'- ELLIPSE ''A'
ELLIPSE "A'
8'l'- 0'
SYMMETRICAL AEOUT Q
3'-2'
't'- E"
SYMBOL
& LANE
2',-4',
ELLIPSE'.A'
b b
i
suI
fJU
at
MARKING AREA
28.40 SQ.FT.
GR|D rS 4" (rN) SQUARE
1'- O" - ELLIPSE'8" AXIS
TYPE /t TRAFFIG ARROW
CENTER POINT
OF ELLIPSES
Apr 16 2015 5:10 PIVI
SYMBOL MARKINGS -
TRAFFIC ARROWS FOR
HIGH-SPEED ROADWAYS
STANDARD PLAN M.24.2O.O2
SHEET2OF3SHEETS
APPROVED FOR PUBLICATION
a*B"U*Apr202015 10:10AN
-w Worhingh Sloh O.Fid.nt ot lEnrpodorion
s
U
E
=U
CENTER POINT
OF ELLIPSES
MARKING AREA
33.82 SQ.FT.
GR|D lS 4'(tN) SQUARE
o MARKING AREA
33.82 SQ.FT.
wPE 3R (RTGHT)
TRAFFIC ARROW
MIRROR IMAGE OF
ryPE 3L TRAFFIC ARROW
1'-2"
1'.4'- ELLIPSE "8"
ELLIPSE'A"TYPE 3L (LEFT)
TRAFFIC ARROW
3'-5"1',- 6'
duIoFU
;
oo
t
g,
to
! 3'-1
tANE
e
i
51$e.r
(! 3.08')
MARKING AREA
35.88 SQ.FT.
b
2'"0"
SYMMETRICAL ABOUT Q
GR|D tS 4" (N) SOUAR€
b
:
+
L
MARK]NG AREA
35.88 SQ.FT.
wPE 6R (RTGHT)
TRAFFIC ARROW
MIRROR IMAGE OF TYPE 8L
(MIRRORED ABOUT LANE CENTERLINE)
(SHOWN AT REDUCED SCALE)
45.
CENTER
OF ELLIPSES
i,
b
/--l r'r'u Apr 16 2015 5:10 PM
SYMBOL MARKINGS -
TRAFFIC ARROWS FOR
HIGH-SPEED ROADWAY$
STANDARD PLAN M.24.20.02
SHEET3OF3SHEETS
APPROVED FOR PUBLICATION
9* B,f&* nprzozo'rs to,rc aw
AIATEOESIGNENG]NEER
?F,".xi"t "" stor. D.pod6.nr ol rEnrPodorion
illnrno nnen
4s.'t7 sQ.FT.
1',- 4'- ELLTPSE "8. AX|S
TYPE 6L (LEFT}
TRAFFIC ARROW'A'AXIS
ONAL
2',-4"-
TYPE 7 TRAFFIC ARROW
1'- 8"
ot(
=t
g
so
1'. 6'- UNLESS NOTED
IN CONTRACT
STOP LINE
OR
WHITE OR YELLOW. SEE CONTMCT
CHEVRON OR DIAGONAL
CROSSHATCH MARKING
W = 8" (lN) FOR POSTEO SPEED LIMIT OF 40 MPH OR LOWER
W = 12" (lN) FOR PoSTED SPEED LIMIT OF 45 MPH OR HIGHER
I
$l
EIolol
UIUI
?l
@lUI
:t*lot2lUI-t
I
b EDGE LINE
CENTERLINE OF JUNCTION BOX,./- PULL BOX, OR CABLE VAULT-
i
NOTE
1. lf Rumble Strips are present,
install mar'king ouisido of
the Rumble Strip.
EOGE LINE
ANGLE OF
CROSS CULVERT
EDGE LINE
t-0"
MARKING AREA = 11.73 SQ.FT
HALF.UILE ]IIARKER
JUNCTION BOX,
PULL BOX, OR
CABLE VAULT
CENTERLINE OF
CROSS CULVERT
MARKING AREA = 0.58 SO.FT
CROSS CULVERT
gt
PAVED
SHOULOER
PAVED
SHOULDER
TTARKING AREA = 0.56 SO. FT.
JUNCTION BOX, PULL BOX,
OR CABLE VAULT i'IARKINGS DRAINAGE MARKING
EDGE LINE
EOGE LINE
I
!l&
Fo
EFzo
Uu
I z'-0" I
t<^{///rl1 Walsh, llrian
Jun 24 20l4 2:15 lM
\ s,sn,..PAVED
SHOULDER
MARKING AREA = 1.06 SO.FT.
DRAINAGE STRUCTURE INLET
SYMBOL MARKINGS
MISCELLANEOUS
STANDARD PLAN M.24.60.O4
SHEETlOF2SHEETS
MARKING AREA = 6.00 so.FT
FULL I'ILE MARKER
APPROVED FOR PUBLICATION
. Il[nrirh I'r,ro
h!-* Brth** n'zttiuqatw
STATE EgS ENOINEER-W
wa.hiifto Stft D.pdtdotlEruFtuid
AERIAL SURVEILLANCE MARKERS DRAINAGE MARKING
odoI
o
l
t
I
#o
+
to
SYMBOL f,ARXING A B c D USE
YIELD AHEAD SYilBOL TYPE 1
IYPE 2
8',- 0'2'-8"13',- 0'N/A LESS THAN 45 MPH 25.90 SO.FT
8-0"3'-0"20' - 0'N/A 45 MPH OR GREATER 36.54 SO.FT
TYPE,I
TYPE 2
TYPE 2
1'-0"6'1'- 6"6"LESS THAN 45 MPH
YIELD LINE SYMBOL l',- 0'3'-0"0"45 MPH OR GREATER
2'- O',1'-0"3'- 0'o'ROUNDABOUT ENTRY *
0.75 SO.FT
3.00 sQ.FT
3.00 sQ.FT
* MtNilrruM oF 4 tN LANE
SYMEOL
& IANE
e
GRID lS 4'0N) SaUARE MARKING AREA = 1.41 SQ.FT.
ACCESS PARKING SPACE SYMBOL
(MtNIMUM)
3',- 0"
U
eF
^E
zotroud6
A r"-f-^ -l
B
b
o U
tF
ozoF
Ud6
bd
GRID lS 4" (lN) SOUARE MARKING AREA = 3 09 SQ.FT
ACCESS PARKING SPACE SYMBOL
(STANDARD)
6'.0"
YIELD LINE SYMBOL
(MULTIPLE SYMEOLS REQUIRED
FOR TMNSVERSE YIELD LINE -
sEE CONTRACT)
MARKING AREA = 12.08 SQ.FT
SPEED BUMP SYMBOL
c
e
J
tF
Eo
1
F
u
4.o
q .,,. i,! tt,'-.-{ r.'Lu luD 24 2014 2:17 |M
10'
TOTAL MARKING AREA = 28.44 SQ.FT.
WHITE = s.76 SQ.FT. BLIJE = 18.89 SQ.FT
TOTAL MARKING AREA: 13.44 SO.FT.
V\,/HITE = 4.82 SQ.FT. BLUE = 8.62 SO.FT
ACCESS PARKING SPACE SYMBOL (STANDARD)ACCESS PARKING SPACE SYMBOL
WT}I BLUE BACKGROUND ANO WHITE
(MtNTMUM)
BORDERwlTH BLUE BACKGROUND AND WHITE BOROER
(REOUIRED FOR CEMENT CONCRETE SURFACES)
1',-z'.10"
SYMBOL MARKINGS
MISCELLANEOUS
STANDARD PLAil M.24.60.04
SHEET2OF2SHEETS
APPROVED FOR PUBLICATION
.-w Worhiryrcn sld. D.Fnm.ntolTeruFdid
i
h
3-0"
5'
(REQUIRED FOR CEMENI CONCRETE SURFACES)
YIELD AHEAD SYMBOL
IIx
WHEEL PATH
I
UFoz
Uu
TRAFFIC TRAFFICoto
o
f
to
23
c6
LANE
VEHICLE
LANE
VEHICLE
LANE
VEHICLE
E)
I
NOTE
1. Typically, four times the letter or numeral height - minimum,
up to ten times - maximum, or according to Plans.
EU
F
J
tU
LU
LANE
s
i
I
TRAFFIC
LANE
HIGH-SPEED APPLICATION
I vEHtcLE I
l*'*i**]'rr
I
I
LANE
s
I
I
LANE
t
VEHICLE - r
l**i**l
TRAFFIC
LANE
LOW.SPEED APPLICATION
LANE
EU
L
cu
EU
dU
tz
I
I
I
I
I
tU
Fu
HIGH.SPEEO APPLICATION
TRAFFIC
EDGE
LINE
E
FU
3oEE
1', - 10'
MAX.
HIGH,SPEEO APPLICATION
TRAFFIC
UNE
EOGE
LINE
3
&&
I
EDGE
LINE
LETTER A]{D
APPLICATIONS
STANDARD PLAN M.8O.IO.O,I
SHEET 'I OF 2 SHEETS
APPROVED FOR PUBLICATION
Pasco Bakotich lll 08-03-11---6rE--.-,w Wo.hinglon Sltr D.ponn.nt dTbntpoftli.n
EDGE
LINE
LANEc
I
F
E
TRAFFIC
NUMERAL
1'- 10'
MAX.
UF
zuU
b
II
LOW-SPEED APPLICATIOI{
EDGE
LINE
LOW"SPEEO APPLICATION
EDGE
LINE
LANE
TRAFFIC
LANE
HIGH.SPEED APPLICATION
TR,AFFIC
I"ANE
odo
o
f;6
=ed
, VEHICLE ,
"il:',. -,IWEEL PATHIl,l
Eu
FuJ
/,l
/il\
l]1
nn
u
AH
a
lt
A
u
H
,'nt
e,
I
u
ttll
fil
n
nl
ffit'
Y]H
EU
EU
dUFFU
VEHICLE
LANE
c
I
I
tANE
LINE
I vEHtcLE I
l**:
**l
n
n
u
&U
F
uU
l-U
EDGE
LINE
00
LANE
c
I
a
n
$0H
a
=MIN
n
a
l
LANE
s
I
I
D'
n
EDGE
LINE
u EDGE
LINEEDGE
LINE
HIGH€PEEO APPLICATION
TRAFFIC
LANE
VEHICLE ,
F"....*ff
TRAFFIC
LANE
VEHICLE
dU
l-u
I
a
AD
n
LANE
t
n
IzIA
o'F
o
eUuUt
d0
Eu
ll
/l\
lru !sgE!
HsrHHtxdn;
iIEflf,
8tIPrE:ilIfEdr'
FHXEE
FSIHF
n
a
t
F
u
eu
Fu
GUFFu
N.
TRAFFIC LETTER A]{D
NUMERAL APPLIGATIOI{S
STANDARD PLAN M.8O.IO.OI
SHEET2OF2SHEETS
c
i
fiil
Y
ae'ne
c,
i
ffi
V
3',
EDGE
III
b
uFozuu
Io
I
a
Io
I
b
UFo2
UU
o6
=
o
UI
o
Ut
Io
I
UFoz
UU
Io
=
b
APPROVED FOR PUSLICATION
Pasco Bakotich lll 06-03-11
STATEDESIGN ENGIiEER DATE-,jfi woraint"" srd. D.pldmlnr ol rronrpotuiionLINE
HIGH.SPEED APPLICATION
EDGE
LINE
LOW.SPEEO APPLICATION
EDGE
LINE
HIGH-sPEED APPLICATION
l
I
l
l
I
-i
I
I
i
i
I
I
i ii
li
tiilillr
l
l
!
I
l
I
Uoe
zEuL;6z3
$o
Iot aEU
Eu
tu
t-U
Io
=o
i
t
l
I
I
I
I
I
I
I
I
;
i
I
I
I
I
I
I
I
I
sl3
ol>
EIGHT FOOT I{IGH LETTERS AND NUiIERALS
ARE SHOWT{ ON A FOUR.INCH SQUARE GRID
FOR USE ON ROADWAYS WTH A POSTED SPEED OF 45 MPH OR MORE
TRAFFIC LETTERS AND
NUMERALS
(H!GH SPEED ROADWAY$)
STANDARD PLAI{ M.8O.2O.OO
SHEETlOFISHEET
APPROVED FOR PUELICATION
Pasco Bakotich lll 06-l&0E
- ATAE DESIOT !rcINEER UE--jfi w"*t"6" sh o.Fdmnr ot rmnFdcn
i-
t:
rili
I
i/
:
i
1l
6
E
diII
E
E
I
E
f;
2020 Plastic Markings/Singh A - 3 March 30, 2020
Project Number: 20-3011.2
APPENDIX
Map
2020 Plastic Pavement Marking Refresh and Traffic Separator Curb System Installation
Map Book with Index map
Appendix
Appendix A 2020 Intersection Marking
Appendix B 2020 Intersection Marking (To be installed after completion of City
Paving Operations)
Appendix C Traffic Separator Curb system
Plans
Sheet 1 of 3 James St Traffic Separator Curb System Plan
Sheet 2 of 3 Pedestrian Symbol Pavement Marking Installation SE 213 Pl and SE 103
Pl SE Plan
Sheet 3 of 3 Ramsay Way Crosswalk and Load Zone Plan
11 12 13 14 15 16
5 6 7 8 9 10
1 2 3 4
DOWNTOWN19
BRIDGES17
CLARKSPRINGS 18
5
5
5
99
181
515
516
99
18
169
516
516
99
516
167
515
Produced by Pavement Manager: Joseph Araucto U:\MXD\MAPBOOK_INDEX_MAP_8X11.mxd
Printed: March 2018
2019 Plastic Pavement Marking Refresh INDEX MAP012Miles
S 180 St
S 184 St
S 181 StS 181 Pl
36PlSS 179 St
S 181 StS 181 St
S 182 St
S 184 Pl
S 186 St
S 186St S 186 St
36 Av S49 Av S47 Av S39AvS46 Av S47AvS37 Av S51AvS48AvS5
0
A
v
S
S 194 StS 189 StS 188 Pl
S 189 Pl
37 Pl S41 Av S35 Ln SS 198 St SegaleParkBDrAndoverParkWSegale Park D Dr
S Glacier S tS 188 St
S 190 St
S 204 St
S 216 StS216St3
5
AvSSR181ChristensenRdS 194 St 62AvS64AvSS 204 St
S 180 StBowLakeDr
45 Av S38 Av S48AvS46 Av SS 188 St
MilitaryRdSOrillia
R
d
189 St35 Pl36Pl38A v
193 St
184 StMilitaryRdS42 Av183 St
184 St
185 St36 Av208 St
209 St SR5MilitaryRdSS 212 S t West Valley Hwy68AvSSegale Park C Dr
3
7
P
l S35 Av SOlympic Av SS 190 St
66 Av S5
8 Pl S
S 192 St
S 1 9 4 St
S 200 St
S 196 StCascadeAvSRiversideDr
ToddBlvd181 Pl180 Pl39 Av S192 St
40 Pl S40 Av S39 Pl S39 Av S38 Pl S186 St
S 199 Pl62AvS
59PlS40PlS42 Av SSouthcenter Pky192 Pl
191 Pl
193 Pl
S 193 St
70 Av S70AvSS 200 S t
2 1 7 S t
216 Pl 66AvSRussellRdSS194StS 208 St
217St
216 Pl
S 216 St
RiverviewBlvdS46AvS215Pl 47 Av214 Pl
S 215 St
S 215 Pl
47Ct48Pl48Ct214 St S214Wy50 Av214 Pl215St
51 Av S213 St
52WyS5 3 PlRive r v ie w B lvdSS 212 P lS 209 Pl
40 Pl S39 Wy S4
0
Pl SS 211 P l210Pl 41 PlOrilliaRdS209 St
210 St
211 St
211 Pl38 Pl S37 Pl S20 9 Pl LowerM ill Cre ekAngle Lake GreenRiver§¨¦5
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installation PAGE 2 RIGHT
PAGE 6 DOWN
1 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
DavisAvSS1 98
S
tSegaleParkBDrAndoverParkWSegaleParkDDr
S Glacier S tS208St92AvSS 206 St
S 208 St 88AvS80AvSS 182 S t
S 188 St
S 188 St
S 190 St S 190 St
S 192 St
S 194 St
72AvS77AvS80AvS81 Av SS 200 St
S 202 St
S 206 St
S 202 St
S 204 St
S 216 St S 216 StS216StSR181 East Valley HwyEast Valley HwyS 212 St 80PlSSW 43 StChristensenRd
72 Av SWValleyRdS 194 St 62AvS64AvSS 180 St
West Valley Hwy68AvSSegale Park C Dr SR 167S 55 StOlympic Av SS 190 St
66 Av SS 196 St
S 196 StCascadeAvSRiversideDr
ToddBlvd
181 S t 71 AvS 199 Pl62AvS S 192 St
S 202 St
2 0 3 Pl
S 213 St
205 Pl94Av198St78 Av192 Pl
191 Pl
193 Pl
S 193 St
70 Av SS 182 S tS184StS 186 Pl77 Pl S75PlS80 Ct S187St
185 Pl
S 184 St
S 187 St
S 190 St
S 192 St70AvSS 200 S t
S 198 St
S 202 St85 Av S87 Av S89AvS93Pl66AvS209 St
S 210 St
80AvS209 St
S 207 Ct
84PlS85AvS 213 Pl
86PlS88AvS88PlS86AvS2 14 Pl
94PlS94Ct91PlSS 208 St 90PlS91PlS204 Pl
209 St
210 St
211 St
211 Pl LowerM ill Cre ekMiddleForkGarrison CreekN o rthFor kGreenRiverLowerSpringbrookCreekL
o
we
r
S
prin
gbrookProduced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installationPAGE 1 LEFTPAGE 3 RIGHT
PAGE 7 DOWN
2 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
SE 180 St
SE 210 Pl
SE 216 St107AvSE104AvSE105 Av SESE 199 St106 Av SESE181 StS 45 PlDavisAvS
S 51 Ct SE 188 St
SE 190 St
S 50 St
190 Pl
S1 98
S
t
SE 186 StSE185Pl
SE 190 St
SE 190 Pl
201 St186 Pl1 8 7 C t1
1
5
Pl
S
E
SE 196 St
104 Pl SE103 Pl SE102PlSE102AvSE101AvSESE 189 Ct
103PlSESE 217 St
SE 212 St
211 P lSE212St
SE 213 St
SE 216 St
S208St 98PlS92AvS95AvS205 CtS 208 St
98AvS213
St 99AvSSE 212 St
96AvS97 CtS 203 St98 Av
S88AvS116 Av SESE 178 Pl
SE 192 St105PlSE110 Av SE111 Av SE112AvSE114 Av102 Pl187 S t
1 8 8 Pl
180 St
113Wy104Av108 Av SESR 515SE 200 St
112Pl101Av99 Pl S11
4
Av11
5
A
v
102PlNE216 C t108AvSES 19 4 St98 PlSTalbotRdSEast Valley HwyS E 1 7 9 St
204 Pl
20 5 P l206 Pl
103 Ct112 Av SESE 18 6 St
SE 182 St
1 8 0 P l
115LnSE180Pl104PlSE106AvSESR 167S 55 St
SE 203 St
116 Av SE1
0
9
A
v
S
E103Av97AvS204 Ct213 Pl
212 St
18 2 S t
1 8 2 P l
18 3 P lSE 185 Pl
SE 184 Ln
18 8 S t
187 Pl
SE 212 Pl
SE 204 St
111 Ct205 St
205 Pl
206 St
204 Pl
113Av96P
l
S 208 St96 Av S97 Pl SS 210 Pl
214 Av 98 Av STalbot Rd SS 192 St
116 Av SE117 Av109AvSE113 Pl SE179 Pl SE 179 St
114 Av184 Pl
110 PlSE 183 Pl
109Av1 8 9 C t104 Pl
SE103 Pl102 AvS 202 St
2 0 3 Pl
96WyS 207 Pl 101 Ct102 AvSE 207 St 104 Av105 Pl106 PlS E 2 0 6 Pl
104 Pl194 St
SE 196 St
119 A vSE 215 St114 Pl115 Pl113 Pl113 Av2 11Pl109Pl1
14PlSE110 Av110 Av209 Pl
SE 211 St
1
03Ct
213 Ct100Pl1
0
4Pl104 Av210 Pl
213 St
102AvSE 213 Pl100AvSE
95Pl95 CtS 213 St
216 St
205 Pl94Av
207 St 106 Pl106 Av2 0 2 S t 102 AvS E 1 80 Pl
113 Av108AvSE183 St109 Av108PlSE107 Ct186 Pl
111AvSES 184 St
S 187 St
S 190 St
S 198 St
S 202 St87 Av S89AvS93Pl96Av97 Pl84PlSS 213 Pl
86PlS88AvS88PlS86AvS2 14 Pl 96AvS97
Av94PlS94Ct95Pl
SE 1 8 1 S t
180 St
110 Av183 C t110th189 St
91PlS106 Av97Pl189 Pl
117 Ln SESE 189 Pl
SE 189 Ln
SE 190 Ln
117PlSES E 193 Ter
114PlSE115PlSESE 194 S t113PlSE113AvSE193Pl
SE 193 P l117PlSE114AvSE112 Pl SESE 188 St
194 Pl
SE 198 St
SE 200 St
117PlSE118 AvS E 1 91CtPrivate Rd113WySE190 Ct
110PlSE112 Av SEUnk Private
114AvSE191 P l
190 Pl 190 Pl
SE 195 P l
SE 199 St
194 St
194 Pl
104 AvSE 196 St
101AvSESE195 St
SE 19
4Pl
106AvSEUnnamed110AvSE111WySE111WySESE 201 St
20 2 L n201Pl
110PlSE110TerSESE2 0 2 C t
SE 203 Pl
113Pl111AvSE110AvSE112AvSESE 207 St 207 Pl
207 C tUnnamed
109 AvUnnamedUnnamed109LnSE209 Ln
SE 206 St106AvSE105PlSE204Pl105Ct105AvSESE202Pl205St
SE 206 St
SE 204 St
Unnamed11
0
A
v
112 Av SESE 214
C
t
SE 214 St
SE 216 St 216 St105AvSE209Pl103 Av SESE 21
2St 104Av98AvS99AvS102PlSE105PlSE104PlSESE 214 Pl105Pl 214 Pl
21 3 S t110 Ln113PlSE 205 St
SE 211 Ln
SE211 LnSE 214 StUnnamed110AvSEUnnamed
112 CtUnnamedUnnamed90PlS91PlS204 Pl
SE 206 St
P
anth
er
L
a
k
e
MiddleForkGarrison CreekUpperSpringbrook Creek
N o rthFor k G arris o n C re e k
INT-4214
INT-4398
INT-4756
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installationPAGE 2 LEFTPAGE 4 RIGHT
PAGE 8 DOWN
3 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
SE 182 St
SE 187 St
SE 186 P l
139WySE 180 St
SE 184 St
SE 184 Pl
135PlSESE189Pl132 Pl133AvSE133 Pl134AvSE135AvSE136 Pl SE133 Av SESE 198 St
SE 200 St
SE 201 St
S E 2 0 2 C t
135
Av
S
E142AvSESE188St
189 CtSE 181 St
SE 184 St118 Av SESE 188 St
SE 180 St
124AvSE120AvSESE 18 6 St
SE 204 Pl130 Av122 Ct SE121 Ct SE123 Pl122PlSESE206St121 Av SE122PlSESE 198 Pl
SE 213 St
129AvSE 206 Pl
127PlSESE 210 Pl
SE 216 St119 AvSE 190 St
SE 190 Pl
1
1
5
Pl
S
E
SE 196 St
SE 189 Ct
SE 217 St
SE 212 St
SE 213 St 131Pl138A
v
1 96 St132Pl
1 9 9Pl138AvSE 204 W y134Ct202Pl133PlSE 202 St
SE 192 St133 Av132 Pl SE1 8 5 Pl185St
186St 131Av140 Ct1 8 9 P l 139Wy131Pl207 St
207 Pl
212 Pl 212 Pl
215 St125Av
123 Av122 Pl211 Pl
210 Pl
124Av209 St
121Pl210 Pl
211 Ct
210 Ct 210 Ct123 C t1 9 8 C t
199 Ct
197 Pl
198 St
190 Pl
189 Pl 130Av1 8 9 S t188 Pl184 Pl
118AvSE116 Av SESE 178 Pl
SE 192 St110 Av SE111 Av SE112AvSE114 Av1 88 Pl
113Wy112Pl11
4
Av11
5
A
v
216 C t140 Av SESE 186 Pl112 Av SESE 18 6 St
SE 182 St
1 8 0 P l
115LnSESE 182 Pl
SE 183 St
130AvSE
SE 1 8 4 PlSE 203 St
122 Av SE124 Av SE2 1 2Pl209 Ct
124AvSE116 Av SE210 St
1
0
9
A
v
S
E
204 S t SE 1 9 1StSE 182St2 1 4Pl20
6 St
206 Pl128Av130Pl126 PlSE 185 Pl
135Av185 Pl
2 0 8 P l
131 PlSE
2 04S t212Pl
2 1 3 S tSE 212 Pl
SE 208 St121 PlSE 216 St
207 Pl
134Pl21 4 S t120 Pl SESE 210 St
120 Av211 Pl 125 AvSE 204 St
111 Ct213 C t205 St
205 Pl
206 St
204 Pl
113AvSE 211 S t
209 St 132 Pl116 Av SE197 Pl
122 Pl124 Av SE120 Av SESE 201 St
204 St
117 Av109AvSE113 Pl SE179 Pl SE 179 St
114 Av184 Pl
110 PlSE 183 Pl
109AvSE 179 Pl 123 Pl SE123 Ct191 Pl
SE 188 Pl
186Pl
SE 186 St 185Ct136 Pl134AvSE186 Pl
134AvSE133Pl1 9 0 P l
1 8 9 P lSE 188 Wy
119 Av205 St
SE201 P lSE 203 Pl 130 Av125 Pl127 Pl
132 Av SESE 195 St129 Pl SE195 Ct193 St
SE 194 St140 Pl201 St
209 S tSE 21 2 P l
SE 212 St
215 St 121 Pl SE214 Pl
216St
2 1 5 P l119 Av SESE 216 St
SE 215 St114 Pl115 Pl113 Pl113 Av2 11Pl109Pl1
14PlSE110 Av110 Av209 Pl 137AvSE2 0 1 C t134PlSE193St137Ct
SE 188St
187 Pl
186 St
S E 1 80 Pl
113 Av183 St109 Av108PlSE186 Pl
111AvSES E 1 8 1 S t
180 St
110 Av183 C t110th189 St
188 Pl
198 Pl
SE 200 St
212 Ct212 C t131 Pl
189 Pl
117 Ln SESE 189 Pl
SE 189 Ln
SE 190 Ln
SE 191 St
117PlSESE189 Pl
S E 193 Ter
114PlSE115PlSESE 194 S t113PlSE113AvSE193Pl
SE 193 P l117PlSE114AvSE112 Pl SESE 188 St
121 Pl SE194 Pl
SE 198 St
SE 200 St
117PlSE118 Av119 AvS E 191CtPrivate Rd113WySE190 Ct
110PlSE112 Av SEUnk Private
114AvSE191 P l
190 Pl 190 Pl
SE 195 P lSE 199 St
Unnamed110AvSE111WySE111WySESE 201 St
202 L n201Pl
110PlSE110TerSESE2 0 2 C t
SE 203 Pl
113Pl111AvSE110AvSE112AvSESE 207 St 207 Pl
207 C tUnnamed
109 AvUnnamedUnnamed109LnSE209 Ln
Unnamed11
0
A
v
112 Av SESE 209 Pl
119 Pl21 4 S tSE213St
SE 214
C
t
SE 214 St
SE 216 St 216 St
SE 209 Ct
130 Pl SE1
31Pl131Pl210 Pl131Av
1
3
1
Ct
S E2 11 StSE126Av SE 210 St
213 St
214 St
129 PlSE130AvS E 214 Wy
SE 204 St
130 Av SESE 203 Pl
SE201St
SE 202 Pl 127Ln214 Pl
21 3 S t110 Ln113PlSE 205 St
SE 211 Ln
SE211 LnSE 214 StUnnamed110AvSEUnnamed SE122PlSE199 St
120 Av SE120AvSE121WySE119Av112 CtUnnamedUnnamed
SE 206 St
P
anth
er
L
a
k
e
Big
Soos
Creek
INT-5635
INT-5637
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installationPAGE 3 LEFT
PAGE 9 DOWN
4 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
S 253 St
22AvSS254Pl
S 245 Pl
S 243 St
15 Av S17 Av S21AvS21AvS23AvS25AvS26 Av S24 Av SS 236 St
S 245 Pl
19PlSS 242 St
S 244 St
S 234 St
S 234 St
S 232 St
S 220 St
S 226 St
S227 Pl
S 229 St
S 234 St15AvS
26AvS26 Av S18AvSS 223 St
S 226 St
19AvSS 220 St18 Pl S32PlS3
5
AvS34AvSS 228 St31AvS
41AvS35AvS35PlS39AvSS239S t35PlS42AvS43AvSS 248 St
S 249 St
45PlSS 253St
S 243 St
S 24 8 S t
20 Av SS 248 St
S 251 St
S 252 St
30Av25AvSS 246 S t SR 5SR 5SR99Milit
a
r
y
R
d
S
238St38AvS
239P l
241 St
242 St
35 Pl
239 St 42 Pl S243 Pl
36 Av S252 St
42Pl36PlSS 224 St
S 223 St 24 Av SS 216 St
S 221 St29 Av S30 Av SKent-DesMoinesRd
18 Pl S1
8PlS19AvS20AvS27 Av26PlS28 Av S23PlS2 5 1 P l
1
5AvS253 St
S 251 St
S 244 Pl
21Av
21PlS16 Av SS 240 St
S
R
5
1
6
43PlS38AvS35 Pl S32PlS29 Av S27 Av SS 242 St
S 244 St
S 244 St
S 250 St 21 Av S20 Av S28 Av S22 Pl SS 246 Pl
S251Pl
S 249 St
15 Av S16AvS239
Pl
S 244 St
34
AvS41AvS
35 Av SS23 6 St23PlS25AvSThunderbir
d
Dr
S30AvSPacificHwyS28 Av19 Av16 Av S19 Pl SS 222 St
S 219 StS 219 St
S 220 St
251 St
252 St
25 3 St
252 Pl29 Ct29 Av30 Av30 Pl249 Pl
23 Av22 Av S249 Pl249 Pl40AvS40PlS2 3 2 S t233 St
232 St 2 3 2 Pl230 St
231 St 30 Av S227 Pl
24 Av43Av245 Ct
37Pl252 Pl
31Av254 St
2 4 7 C t
2 4 7 S t
246 Ct
250 St
250 Pl
251 Pl
253 Pl254St
253 Pl S 254 St
45 Av42PlS217St
217 Pl
218 Pl
216 Pl
43Pl39PlS40PlS220Pl41AvS41Pl2 2 1 P l
2 1 9 St
S222P l41Pl223St4 2Av221Pl
43AvS220
Pl
S221
St
221 Pl
45AvS222 S t
224Pl
4
3
AvS41Pl
226St
225Pl4 2Av42Pl35
P
l
S222 Pl
23 2 PlS 240 St
225 Pl
L
a
k
e
F
e
n
wic
k
R
d
S45PlS4
5
Av
S2 4 8 P l45AvS45PlS251 Pl249Pl248 PlS 250 Pl
S 251 StS 251 Pl
S 252 PlS 252 Pl 27 Av S32 Av42AvS4
1
Av
24
Pl
S 250 St 250PlEmmettLn 217St
218 St45 Pl45 Ct44 Pl46 Pl S220 St220 Pl
221 St
219 Pl
RiverviewBlvdSPl 48RiverviewBlvdSV e t e r a n s D r
&(
&(
§¨¦
INT-1291
5
99
516
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installation PAGE 6 RIGHT
PAGE 11 DOWN
5 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
72AvSS 216 St
70AvSS 234 St
S 226 St
H
a
w
l
e
y
RdWS 216 St
S 236 StFragerRd
3
5
AvSS 228 St
41AvS39AvSS239S t35PlS42AvS43AvSS 248 St
S 249 St
45PlSS 243 St
W Mee ker St
W Sam St
S 220 St
W M eeker S t64 Av SS 2 2 8 S tS 224 StRussellRd
54 Av S238St38AvS
239P l
241 St
242 St
35 Pl
239 St 42 Pl S243 Pl
36 Av S252 St
42Pl36PlS68AvSS
R
5
1
6
Washington Av NThompson Av NRu
s
s
e
ll Rd
43PlS38AvS35 Pl S239
Pl
S 244 St
41AvSS236St
251 St
252 St
25 3 St
252 Pl40AvS40PlS 43Av71Pl245 Ct
37Pl2 4 7 C t
2 4 7 S t
246 Ct
250 St
S 231 St
66 Av S253 Pl S 254 St
45 Av Adams42PlS2 1 7 S t
217 Pl
218 Pl
216 Pl
43Pl39PlS40PlS220Pl41AvS41Pl2 2 1 P l
2 1 9 St
S222P l41Pl223St4 2Av221Pl
43AvS220
Pl
S221
St
221 Pl
45AvS222 S t 46AvS224Pl
4
3
AvS41Pl
226St
225Pl4 2Av42Pl35
P
l
SS 217 St
S 219 St
S 220 S t 67Av218 St
S 224 St
S 226 Pl66AvS
S 2 3 2 S t50 Av50Pl233Pl
5
1
A
v234St2 3 4 P l53Av53PlS51Av52Av52Pl53Av53Pl54
Av
5
1
Av
S
2 37Pl51AvS51Ct
S237Pl54Pl 55Pl51 Pl54Av234 Pl
2 3 3 St
S 234 Pl
54Av235
2 31 Pl
5
6Av232 Pl 2 3 2 S t
5
7
Av2 3 6 P lSt
5
2
Pl
55 Av S5
7
Av
S56 AvS 2 3 4 S t55Av
Lakeside Blvd
W
S237
St57 Ct S58 CtS 2 3 8
CtS 238Pl
S 239 St 63Av63AvS238 St
237 St62 Av S61AvSLakesideBlvdE
233Pl
234 Pl
5
9
PlS
60AvS5
8 A
v
S
2 3 5 S t
58 AvS2 3 1 S t233 St
60 Pl62AvS 233 St62 Pl63Pl60 Ct66AvS67PlSS 238 PlS 239 St
S 239 Pl58 Pl SWJamesLnRidgeview DrW James LnJamesCt
James Pl
James PlJames Ln63 Wy S240 Ct
242Pl
S 248 Pl
S 2 4 9 S t
S 2 4 9 P lS R 51663 Pl
S62 Pl
S62 Av SS 251 S t
S 251 Pl
S 253 St
S 253 Pl
L
a
k
e
F
e
n
wic
k
R
d
S45PlS4
5
Av
S2 4 8 P l4
6
AvS45AvS45PlS251 Pl KentDesMoinesRd
S 250 Pl
S 251 StS 251 Pl
S 252 Pl 62 Wy42AvS4
1
Av
FragerRd6
2
Pl232Pl232 C t59PlS238 StWMortonSt59Ct236 St
56 Ct56Pl61 PlS 232 StRussell
Rd
217St
218 St
216 Pl
45 Pl45 Ct44 Pl46 Pl S220 St220 Pl
221 St
219 Pl
S 216 St
RiverviewBlvdSPl 4848CtRive r v ie w B lvdSRiverviewBlvdSV e t e r a n s D r
6
4
A
v
SS 236 Pl
65 Av64 Pl238 Pl
252 Pl
251Ct
GreenR iv e rGreenRiverGreen RiverEnhancementArea
&(
&(
181
516
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installationPAGE 5 LEFTPAGE 7 RIGHTPAGE 1 UP
PAGE 12 DOWN
6 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
CrestAvSLenoraAvReitenRd95 Pl SHilltopAvReite
n
R
d
E Laurel St88AvSHazelAvNS228St
S 21 8 St
S 222St
72AvSS 216 St S 216 St
70AvS5thAvN3rdAvN1stAvN2ndAvNS 234 St
StateW Cole St
H
a
w
l
e
y
RdWNadenAvSMadisonAvN74AvS5th Av S5thAvS3rdAvS2ndAvS1stAvSRailroadAvSW Gowe St
S 216 St
S 236 St
E Temperance St
Valley Pl
Novak Ln
SummitAvNWoodford Av NRailroadAvNCanyonDr
MaplewoodAvSE Chicago St
WynwoodDrWardSt
E Guiberson St
K e nsingtonAvGoweSt
Bridges Av S4th Av SJames St
W Meek er St 6th Av NW Harrison St
W M ee ker S t
W Sam St
6th Av4thAvNS 220 St 84AvS64 Av SS 224 St
S 222 St
68AvSETitusSt85 Pl SSR167ValleyFwy93 Av SCentralAvNProspect Av NE Seattle St
E Smith St
2nd Av NWashington Av NLincolnAvNThompson Av NS 228 St 83 Av S6th Av N22 4 St
2nd Av N76 Av S1st Av SStateAvNKennebeckAvMcmillan St
Clark Av NPioneer St
Hillcrest AvKensington AvOly
mpicWy
C herry HillEDeanJason Av NAlexanderGl
e
n
wo
o
d
L
n
Dean St
George St 86AvAlpineW y 92 Av S220 Av
71Pl227 Pl
W Cloudy St
Cedar St
AlvordAvN92 PlWestview CtS 232 St
94Ct S
95 Ct96AvWeiland St
Tacoma St
E Maclyn St
ScenicW y
Ke
n
n
ebec
k
AvE TitusStViewPlS 240 St
Willis St
W Titus St
Rachael Pl W Crow St CrestPlStetson Av
Se attle St
S
c
e
n
ic
W
y
Chicago StMorton St
W Saar St
S 231 St
66 Av SWaterman StAdams 220 Pl
S 217 St
S 219 St
S 220 S t 67Av218 St
S 224 St
S 226 Pl66AvS 84PlSS 218 St85Av 86PlS88AvS88PlSS216 St
88 Pl S86AvS220 Ln 94PlS63Av63AvS238 St
237 St62AvS 233 St62 Pl63Pl66AvS67PlSS 238 PlS 239 St
S 239 Pl 84 Pl S236 Pl 91 Av SS 235 Pl
S 239 S t89 Pl90 Wy S92AvS91WyS94AvSS 223 Pl
S 225 Pl
94 Pl SS 240 P l
23 9 P l
Wo
o
dla
n
d
WyKirkwoodAvW Smith St
6th AvRussell StWJamesLnRidgeview DrW James LnJamesCt
James Pl
James PlJames Ln63 Wy S240 Ct
242Pl
S 248 Pl
S 2 4 9 S t
S 2 4 9 P lS R 51663 Pl
S62 Pl
SS 251 S t
S 251 Pl
S 253 St
S 253 Pl
S 94AvS244 St62 WyNaden Av6
2
Pl Scenic WyS238 StWMortonSt
E Smith St
VanDeVanterAvSW Willis St
233
P
l
StConcord 94PlS216 Pl 94CtC le a rview
S 237 P lRamsayW
y
W Kent Sta St
1st Av N2nd Pl N3nd Pl N6
4
A
v
SS 236 Pl
65 Av64 Pl238 Pl
S 224 St94 Ct SMiddleFork
GreenR iv e r
Lower
Mi
l
l
Creek&(
&(
INT-3221 INT-3237
INT-3272
INT-3269
SEG-8554
INT-3349
INT-3668
INT-3712
181
516
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installationPAGE 6 LEFTPAGE 8 RIGHTPAGE 2 UP
PAGE 13 DOWN
7 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
SE 216 St
117Av118AvSE103PlSE104PlSESE 217 St
SE 218 St
SE 224 St
SE 225Pl
SE 219 Pl
SE 222 St
SE 223 St
SE 225 St106PlSE
SE 227 Pl
SE 216 St
114 Pl106PlSE2 2 9 S t
SE 232 Pl
SE235 S t
229Pl
SE 228 St
SE 232 St
SE 237 St 114PlSE100AvSE99AvS105 Pl SE100AvSE109 PlCrestAvSLenoraAvReitenRd95 Pl SHilltopAv96 Av S98AvSS 241 St
S 242 St
242 Ct
S 246 Pl
Reite
n
R
d
E Laurel St
S 252 St88AvSHazelAvN96AvS96PlSS222 St
S 228 St
S 21 8 St
S 222St
252 Pl115Av115PlSE234St
S E 231Pl
2 1 6 C t105Av10
6
P
l 216 C tSE 2 2 6 S t 2 2 6 St107Av108AvSEBensonRd
233 Pl
228 St
110Av2 3 2St112Pl108Av236 Pl
238 St 113 PlSE 237 St
SE 248 St
E Temperance St
Valley Pl 96P
l98P
lSummitAvNCanyonDr
MaplewoodAvSE Chicago St
E Guiberson St
K e nsingtonAvS 222 St
85 Pl SValleyFwy1
1
7
Pl
S E 2 21St116 Av SE253 St
10
7
AvSE236 St105Av228St105AvSE 234P l
1
1
4
W
y231 St
112AvSE93 Av SProspect Av NS 243 St
E Seattle St
E Smith St
220 Pl
SE 218 P l 113PlSE247 Pl 117 Av228 Pl111Av111 Ct111 Pl1
0
6
Av
Oly
mpicWy
C herry HillJason Av N229Pl117Av109PlAlexanderGl
e
n
wo
o
d
L
n
Dean St
244 Ct
245 Pl
246 Pl 112 Av240 Pl
102 Pl102 Av101 Pl102 Pl242 PlS 242 Pl
SE 236 St
119 Av245 Pl86Av227St
216 Ln111 Ct112 Pl113 Ct223 Ln
SE 222 Pl 109 Pl110 Av107 Pl SE105
Av 233 Pl
1
0
9
Pl
220 Ct
118 Av230 Pl111 CtS 236
S 238 St
S 237 St 117 Av98 PlSE 223Dr
SE 217 St
110Av115 Pl114 Pl113 Pl113 AvSE 220 Pl
SE 221Pl107PlSE 215 St114 Pl115 Pl113 Pl103 Pl SE219 Pl
96 Pl221 Pl
S 220 Pl92 Av S220 Av 95Pl96Av95Pl216 St
Cedar St
AlvordAvN92 PlWestview CtS 239 Pl
S 244 Pl
SE 239 St
230 Pl
S 232 St
94 Ct S
95 Ct232 St
S 231 St SE 231 St
226 Pl
103 Av230 Pl 108 Av SE105 AvSE 226 St
230 St
1
0
9
Av 235PlSE 236 Pl106Av 110 Pl110 Av235 St
235Pl
234 Pl229Pl SE 229 Pl
SE 227 Pl
SE 2 2 8 P l
SE 2 30 Pl
228 Pl106 Av110 Ct112 Av SE114 Av115Pl115 Av11
3 Pl
SE 225St
SE 244 St
252 Pl114 Pl100 Pl SE102 Pl96AvS96Av97 AvS 245 Pl
Weiland St
Tacoma St
E Maclyn St
ViewPlS 240 StCrestPlStetson Av
Seattle St
Chicago St 104 Av SESE218Pl
219 Pl100 Pl106 Av224 Pl 117 Pl96Pl2 33Pl220 Pl84PlSS218St86PlS88AvS88PlSS216St88 Pl S86AvS220 Ln 94PlS91 Av SS 2 35 Pl
S 239 S t89 Pl90 Wy S92AvS91WyS94AvSS 223 Pl
S 225 Pl
94 Pl S228 St95 Av SS 230 St
S 226 St
S 240 P l
23 9 P l
233 St
2 3 5 S t 101 Av102 Av235Pl
SE 234 Pl
102AvSE 238 Pl101 Av SE101 Pl SE238 St 108P l
108 Av SE2 3 8 S t109AvSE110AvSE111PlSE238 Pl
2 39St
SE 234 St
SE 241 Pl 109 Pl108 Pl240 Pl
110 Pl SE111 Pl233St115Av231 Pl113Av226 St
119Av
118 Av SE110 PlSE 243 St
SE 244 St 111AvSE115 Pl SE105 Pl SES 247 Ct 101 Pl SE248 Ct101 Pl100PlSE2 4 9S t99PlS248 Pl
100 Av249 Pl
253 Pl 114AvSE112 Av SE111 Av SE248 Pl
251 Pl
251 C t110 Ct253 Pl
249 Ct110 Pl110AvSE109Pl2 5 0 C t
SE 250 St
108AvSESE 250 Pl
106 Av SE252 St
105 Pl SE108 Pl SE109AvSE252 Pl
110 AvPl109Wo
o
dla
n
d
Wy
S 94AvS244 St
SE 240 St
SR515VanDeVanterAvS233
P
l S234 Pl
251St2 5 0 St251 P l94PlS216 Pl 94Ct226Pl
110Pl103AvSE101 Pl220 Pl
102 Pl118 PlS 237 P l236 Pl
S 235 Pl
97 Av S117 Pl232 Pl
SE 232 St
S 235235 Pl
114Pl114 Av113 Pl117Av116 Pl118 Pl240 Pl102 Ct102 Pl237 St
1
1
8
P
l118Av117Pl238St116 PlPl239St
238
117Av228 Ct97AvS
98 Pl SS 228 P l
233 Ct
110 AvSE 249St
SE 251 St118 Av SE117Ct118 Ct250 Pl
250 Ct112 Av112 Pl1 1 9Av227St
227 St
117 AvSE 236 St 117 Pl234 Pl 112 Av SESE 222 Ct
116 Pl22 5Ct226 St
1
1
3
Pl
SE 224 Pl
SE 223 Pl
SE 225 St 111 AvSE 218 Pl
SE 217 Pl
SE 219 Pl
SE 214
C
t
SE 216 St 216 St98AvS99AvS
102PlSE105PlSE104PlSESE 218 S tSE 219 St
107AvSE220 Pl
S E 218Pl
Private Rd220 StSE220St105 AvSE 214 Pl
108Pl214 Pl
112 Ct115 Ct22 9 St114 Pl104 Av225 St
102 Pl101 Pl103Av1
0
1
P
l 103 Pl2 2 5 St
2 2 5 Pl
2 2 4 Pl101 Ct99PlSE 222 St
SE 220 St
Unna
m
ed
236 Pl
233 Pl 23 3 P l112Pl112 Pl SE237 Ct237 Pl
117 Av242 Pl 242 St
S 224 St94 Ct S95 Ct SS 223Ct
114 Pl SESE 253 PlMiddleForkCreekGarrisonSouthForkMiddleForkG
a
rrisonCreek
&(&(INT-3668
INT-3712
INT-4001
INT-4004
INT-4398
INT-5196 INT-5265
516 515
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installationPAGE 7 LEFTPAGE 9 RIGHTPAGE 3 UP
PAGE 14 DOWN
8 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
1
4
0AvSES E 231 St
SE 235 St
135 Pl SESE 236 Pl129AvSE 216 St
SE 219 Pl
126Pl117Av
SE 233 St 128PlSE126 Pl SESE237 P l
129PlSE128PlSE118AvSE128PlSESE 217 St
SE 218 St
SE 219 Pl
SE 222 St
SE 223 St
SE 225 St
SE 227 Pl 114 Pl114PlSE140 Av138Av131Pl137Av
SE 240 St134Av135Av1
3
8
Av252 Pl115Av 2 2 3 Dr
2 2 3 P l125 Ct127 Av130Pl128Pl
122Av
115Pl222 Pl
127AvSESE 234 St
SE 236 St
126AvSESE 224 St
SE 234 St
S E 231Pl 132 Av SE215 St
123 Av217 St122 Pl124Av217 Pl
2 1 6 C t218 Pl128Pl129Pl216 C tSE 2 2 6 S t 2 2 6 St
110Av2 3 2St112Pl236 Pl 113 PlSE 237 St
SE 248 St 136
A
v
S
E
SE251StSE251Pl 140AvSESE 241
St
142AvSESE237Pl
119 Pl136PlSE1
1
7
Pl
1 2 6 PlS E 221St
S E 2 2 1 S t
129AvSE116 Av SE232S tSE 235 St
130Av
253 St 124 Av SE132 Av SE2 5 3 C t
SE 252 Pl234Pl
1
1
4
W
y
112AvSESE 2 5 0 S t119 Pl SESE 218 P l 113PlSE253 St 133 Av127Ct128Av129Av130Av13
0
Av129Pl117 Av125Av228 Pl 123Av119 Ct217 Ct
218 Ct2 1 8 P l111Av111 Ct111 Pl23 9 S t129Ct131 Av117Av119Pl109Pl138 Pl246St
SE 224 St
220 St
SE 216 St
112 Av240 Pl
119 Av245 Pl 120 Av216 Ln111 Ct112 Pl113 Ct223 Ln
SE 222 Pl 109 Pl110 Av118 Pl
220 Ct
220 Pl
120Av118 Av225 Pl
126
A
v
SE126 Pl SE
SE231 Wy
SE232Pl
232 Ct131 AvS E 2 3 3 S t
133 Ct132 PlSE 231 St
230 Pl111 Ct120 Av SE117 Av121 Pl SE215 St 121 Pl SE216St
2 1 5 P l219 Ct
120 Pl1
23Av119 LnSE 223Dr
S E 22 1 Pl
22 3 Ct222Pl124 Av127 Ct123 PlSE 218 Pl129 Ct130Av218 Pl
SE 216 St
217 St
126 Ct
218 Ct
123 Pl228 Ct
229 C t227 Ct
1
2
5
Pl
1
2
6
Av225 Ct
226 St
SE 217 St
110Av115 Pl114 Pl113 Pl113 AvSE 220 Pl
SE 221Pl
SE 215 St114 Pl115 Pl113 Pl235Pl110 Pl110 Av235 St
235Pl
234 Pl229Pl SE 229Pl
SE 227 Pl
SE 2 2 8 P l 120 Av SESE 2 30 Pl
228 Pl110 Ct112 Av SE114 Av115Pl115 Av11
3 Pl
SE 225St
227 St
SE 232 S t125
A
v
231 Ct
134 Ln134 Ct131Av123 Av238 Pl
236 P l125 Av127 Av127Pl
SE124 Av SE234 St
130
Ct
237 Ct
SE230 St
232 Pl
137Av139 Av 141AvSE132Pl133 Ct248 Pl249St
2
4
9St
243 Pl 135 Av SESE 243 St138AvSE242 St
133 Av138 Ct129PlSE 252 St
SE 247 Pl129Av243 St
241St
242 C t 130AvSE24 6 Pl
SE 244 St
121 Pl SE2 51Pl252 P l252 Pl 120 Av SE114 PlSE 237 Pl
139Pl238 Pl
245St
231 St231St224 Pl 117 Pl2 33Pl234 St
110AvSE111PlSE238 Pl
SE 234 St
SE 241 Pl 109 Pl110 Pl SE111 Pl233St115Av231 Pl113Av226 St
SE 236 Pl
SE 237 St
14 1 L n S E
139Av141 Pl242 Pl 140Ln238 Ln
246 St137 Av SE137 Ct SE246 C t133AvSE 247 St
245 S t132 Pl132 Ct249 Pl250 Ct
139 Pl SE252 Pl119Av118 Av SE249 Pl
250P l
S E 2 4 8 C t
244 St
130 PlSE 251 Pl110 PlSE 243 St
111AvSE115 Pl SE114AvSE112 Av SE111 Av SE248 Pl
251 Pl
251 Ct110 Ct253 Pl
249 Ct
251St226Pl
125 Av23 0 S tSE 230 St
110Pl118 Pl117 Pl232 Pl
1
3
3
A
v
SE 232 St
124Av114Pl114 Av113 Pl117Av116 Pl118 Pl119 Pl240 Pl
131Av120 Av SE1
1
9
P
l
239 Pl
1
1
8
P
l118Av 236Pl
117Pl238 St116 PlPl239St
238
117Av132 Pl137 AvSE 241 St
SE 240 Pl
134 Ct SE233 Ct
124 Av SE123Pl110 AvSE 249St
SE 251 St118 Av SE117Ct118 Ct250 Pl
250 Ct 134 Pl SE112 Av112 Pl1 1 9Av117 AvSE 236 St
239
St119 Av SE117 PlSE 252 St
135 AV SE234 Pl 112 Av SESE 217 St
122Av
S
E120AvSE120AvSESE 222 Ct
SE 2 25C tSE 226 C t1
28Pl1
2
9
PlSE
129 Av SE 2 2 8 Pl128AvSE 227 St
1
3
4
Pl
S
E
225 Pl
SE 226 St
SE 227 St
SE 227 Pl129PlSE
135AvSE134Av2 3 2 S t120 Av SE116 Pl22 5Ct226 St
1
1
3
Pl
SE 224 Pl
SE 223 Pl
SE 225 St 111 AvSE 218 Pl
SE 217 Pl
SE 219 Pl
SE 214
C
t
SE 216 St 216 St
1
3
1 Ct
216 P lSE 217 PlSE127Pl
125AvSESE 217 P l125Pl222 Pl 131PlSE13 1 Av
131 Av SESE224StSE224 P l132PlSE132
P
l
S
E 133PlSE 226 Pl
134PlSESE 235 Pl128Ct126AvSE129 PlSE130AvS E 214 Wy214 Pl
112 Ct115 Ct22 9 St114 Pl236 Pl
233 Pl 233 P l112Pl112 Pl SE237 Ct237 Pl
117 Av242 Pl 242 St
114 Pl SESE 253 Pl
Clark Lake
Lake Jolie
INT-5196 INT-5265
INT-6355
INT-6371
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installationPAGE 8 LEFTPAGE 10 RIGHTPAGE 4 UP
PAGE 15 DOWN
9 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
159AvSE160AvSESE229Pl
S E 229 Pl
SE 232 Pl
152AvSE153 Pl SE156AvSESE 251 St
SE 236 St
SE 218 St
SE 235 St
SE 236 St
SE 234 St
SE 251 St
SE 216 St
144 Av SE144 Av SESE 220 St
1
4
0AvSES E 231 St
SE 235 St
135 Pl SESE 236 Pl
SE 231 S t
164AvSE148 Av SE140 Av138Av2 43Pl
14
5
Ln146AvSE
1 4 5 AvSE2 52 P l137Av
SE 240 St 147 Av134Av135Av1
3
8
Av144Av
S
E132 Av SE144AvSE136
A
v
S
E
SE251StSE251Pl 140AvSESE 241
St
142AvSESE237Pl
SE240Wy148 Av SE147AvSESE 2 4 7 St144AvSE136PlSE145Pl
SE 2 5 0 S t133 Av241 Pl
2 3 9 S t138 PlSE 224 St
SE 216 St
S E 2 3 3 S t
133 CtSE 231 St
134 Ln134 CtSE230 St
232 Pl
137Av139 Av 141AvSESE 228 St
SE 232 St
234 St 234St150 AvSE 234 Pl147 Av152 Av SE153 Av234 Pl
245 Ct 244St133 Ct248 Pl249St
2
4
9St
243 Pl 135 Av SESE 243 St138AvSE242 St
133 Av138 Ct144 Pl
2 5 1 Pl139Pl238 Pl
252 Pl
161 Pl145Pl
SE146 Pl246 Pl
148AvSESE 232 S t
164AvSESE 227 S tSE 224 St
222 St147 Av156 Av SE2 32 St
234 St
SE 236 Pl
SE 237 St
14 1 L n S E
139Av141 Pl242 Pl 140Ln238 Ln
143 Av SE246 St137 Av SE137 Ct SE148LnSE133AvSE 247 St
245 S t132 Ct249 Pl250 Ct
139 Pl SE252 Pl 146 Av146PlSE1
3
3
A
v
137 AvSE 241 St
SE 240 Pl
134 Ct SE134 Pl SE159Av239
St
SE 252 St
135 AV SE1
3
4
Pl
S
E
225 Pl
SE 226 St
SE 227 St
SE 227 Pl
135AvSE134Av2 3 2 S tSE224StSE224 P l132PlSE132
P
l
S
E 133PlSE 226 Pl
134PlSEB
i
g
S
o
os
C
re
ek
Lake Jolie
Ham Lake
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installationPAGE 9 LEFT
PAGE 16 DOWN
10 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
S27 5 P l32AvSS 280 St
S 277 Pl
38Pl S
S 280 St
S 282 St
S 284 Pl
S 2 7 9Pl
S 287 St
S 290 St
S 282 St32PlS36AvS 42 Av S43 Pl S46 Av S41 Av S34 Av S33 Pl S4 6 A vSS 285 Pl
47 Pl S34 Av S37 Av S39AvS41AvS43 PlS 288 Pl
S 289 Pl
S 290 PlS 290 StS 290 St
S 2 91 St
S 291 St
S 289 Pl
S 2 9 1 St 46 Pl S42 Av SS 276 St
S 273 St
S 281Pl
S 290 St16AvS
15PlS2
6
Av
SS 2
7
6 St25DrS
18 Av SS 276 St 22AvSS254Pl
S 257 St
S 261 Pl
S 263Pl
S 2 6 4 Pl
15 Av S18PlS20 Av S19 Av S14PlSS 268 StWoodmontBeachDrSS 266 Pl 33AvS34AvS45PlSS 260 St
S 253St
31AvS41AvSS 261 Pl S 262 St
S 263 St
Kent Ct
S 270 St S 270 St
268 Pl
37AvS42AvS35PlSS 268 St27PlS30AvSSR 5SR5260 St 42PlMilitaryRdS33AvS33 Av40AvSSo merset Ln36PlS
Carn a byWy DoverCt34A v
269 St
35 Av40AvS45 AvS 256 St
289 Pl
255 Pl
18 Av SS 260 St
S 272 St16 Av S273 Pl
SStarLakeRdPacificHwyS257 Pl
2 58StMilitary Rd SS 288 St
20 AvS 289 St
2
1Av40 Av S45 Pl
S S tar Lake
Rd43AvS
S 2 8 6 S tS S tar Lake Rd
37 Av SS 288 Pl 27AvS 285 Pl
S 282Pl
283 St 41 Pl S39PlSS 2 63StS 2 5 7 S t43PlS38AvSS 255 St 35 Pl S32PlS25 9 Ct29 Av SS 256 St
S 262 Pl
20 Av SS 2 7 3 P lS 2 6 1StS 261 St 36PlS255 Pl 39Pl254 Pl253St
252 Pl
270St BristolCtCardiff Av SCa
m
bridgePlManchesterAv35PlCtPrincetonAvCanterburyMan
c
hesterWa
yH a m pton Wy
Some rsetCt19 Av17 Ct18 Av17 Av
Crestwood Rd
282 Pl 36Av36LnS t r a tfordCt YaleCtHighlandAv2 54 St
44 Av36Pl36 Ct257 S t35Pl37 Pl2 5 6 C t 38Pl44Pl43Pl
43Av46AvCambridge Ct
Stanford CtSaxonCtAvonCt271 S t
32 Pl SS 2 7 3 P l46 Ct SF e n w ic k
C t
45 Av S28 1 S t
S279 Pl
S 282 St
S 28 7 S t
30 Av S2
8PlS23 Pl S23AvS26 Av S27 Av S28 Av S22AvS28 Pl SS 285 PlS280Pl
20 Av SS 284 Pl
26 Pl S25 Pl
S282 St
S 285 St 29 Av SS 286 St
21AvS 286 St
Cam
e
lotDr
S 279Pl29AvS27 Pl284 St
282 St
280 Wy
283 St
S 274 St
276 Pl17 Pl S17 Av S17 Av259 St
259 Ln32 Pl31Av254 St
265 St 33Pl34Pl2 5 6 P l
253 Pl254St
253 Pl
ReithRdS 272 St
S 254 St
2 5 8 P l
EtonCtPl271 46AvS44PlS47AvS45 Pl S26 Pl S256 Pl
257 Pl
258 St
258 Pl
2 5 9 S t
S 256 St
27PlS25 Ln S2 7 PlS 260 LnS259P lAv
2920PlS26AvSS 2 7 0 St
S 268 Pl28 Av S26 9St PlHampton Wy CarnabyWy38AvS36 Av36Pl257 St
284 PlS 284 St27 Av2735Ln269 St36Pl
42 Pl 43 Ct S35 Pl SStar Lake
&(
§¨¦
Federa lWay
INT-1614
5
99
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installation PAGE 12 RIGHTPAGE 5 UP
11 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
S 285 St 72AvSS 287 St
S 273 Pl
S 274 Pl
S 284 Pl
51PlSS 288 Pl
S 292 St 59AvS51
PlS
S27 5 P lS 277 Pl
38Pl S
S 280 St
S 282 St
48AvSS 284 Pl
S 2 7 9Pl
S 287 St 42 Av S43 Pl S46 Av S41 Av S4 6 A vSS 285 Pl
47 Pl S37 Av S39AvS41AvS43 PlS 288 Pl
S 289 Pl
S 290 PlS 290 St
S 289 Pl
S 2 9 1 St 46 Pl S42 Av SH
a
w
l
e
y
RdWS 262 StLakeFenwickRd45PlSS260St
41AvSS 262 St
S 263 St
Kent Ct
S 270 St37AvS 42AvS35PlSSR 181S 277 St
55AvSS 288 StS272Wy WestValleyHwy52PlS291 Pl
292 St
5
2 A
v
52AVS289 Pl
S 291StS 276 Pl
260 St 42Pl40AvSSo merset Ln36PlS
Carna byWy DoverCt40AvS45 AvS 256 St
289 Pl 52 Av51 Av S40 Av S45 Pl
72AvSSR 167Frager R dS50AvSS S tar Lake
Rd43AvS
S 2 8 6 S t49 Av41 Pl S39PlSS 2 63StS 2 5 7 S t43PlS38AvS35 Pl SS 2 6 1St36PlS255 Pl 39Pl254 Pl253St
252 Pl
BristolCtCardiff Av SCa
m
bridgePl
Canterbu r y Man
c
hesterWa
yH a m pton Wy
Some rsetCt
36LnS t r a tford YaleCtHighlandAv2 54 St
44 Av257 S t37 Pl2 5 6 C t 38Pl44Pl43Pl
43Av46AvCambridge Ct
Stanford CtSaxonCtAvonCt271 S t
S 2 7 3 P l46 Ct SF e n w ic k
C t
49AvS50 Pl S48 Av S45 Av S28 1 S t
59 Pl50Pl2 56 Pl
253 Pl
ReithRdS 272 St
S 254 St
2 5 8 P l
S 272 St62 Av SS 253 St
S 253 Pl
S 255 St
S 261 St
S 269 St
52 Ln SPl271
4
8Pl
SArden Ct46AvS44PlS47AvS47 Pl S47 Pl SS 272 St
45 Pl SHampton Wy CarnabyWy38AvS36 Av36PlS 279 St
269 St36Pl
42 Pl 43 Ct SSR 167252 Pl
35 Pl SSta r Lake Lake Fenwi
ckGreenR iv e r
&(
INT-1614
167
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installationPAGE 11 LEFTPAGE 13 RIGHTPAGE 6 UP
12 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
86AvSGStNE85AvS45StN E
40 St NE
I St NES 2 8 0 S t94PlSB Pl NWDStNWS 285 StS285St72AvS
S 287 St CrestAvSReitenRdE Laurel St
S259St
H
a
w
l
e
y
RdW74AvS5thAvS3rdAvS2ndAvSRailroadAvSS 259 St
S 262 StS262St
S 266 St
C
e
ntral PlSR 181MaplewoodAvSWynwoodDrMaple StBridges Av SCentralAvSAuburnWyNGreenRiv
er
R
d
S 277 St
WestValleyHwy79AvS261 S t 80AvS72AvSSR 167Frager R dSE Valley RdS 277 St1st Av SHillcrest AvStoneburnerLnGarfieldAvSE Filbert
East LnWa ln u t
E Hemlock St
E Walnut St
Marion S t Ellis PlCarter St
Chicago StMorton St
Overlook St
Waterman St
5thAvSWo
o
dla
n
d
Wy
Carter Pl
87AvS6th AvS 272 St62 Av SS 253 St
S 253 Pl
S 255 St
S 261 St
258Pl
88AvKimberlyAvIvesAvSAlder Ln
Maple Ln SSR 167GreenR iv e r
GreenRiver&(INT-3442167
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installationPAGE 12 LEFTPAGE 14 RIGHTPAGE 7 UP
13 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
118AvSESE 272 Pl
274 St
275 St
117AvSE118AvSESE 277 P l105AvSESE 284 St
283 St
SE 290 Pl109AvSEGStNE45StNE
40 St NE
I St NE94PlSSE 264 Pl
SE 260 St
1
0
0
P
l
S
E 111AvSE113AvSE100 Pl SE104AvSE106AvSE1
10AvSE112AvSE109 Ct111Ct111AvSESE270 St
1
1
5
A
v
S
E
9
7
P
l
SCrestAvSReitenRdTildenAv
W
o
odlandWyE Laurel St
S259St
S 252 St
118Pl26 9 St116Pl118Av118Pl264 St 119Ct264Pl
252 Pl
255 S t259 Pl
268 St114Av254St116 Av SE108 Av SE269St111 Pl
110AvSE 281 StMaplewoodAvSMapleSt
AuburnWyNGreenRiv
er
R
d
SE 289 StSE 290 St101 Av SESE 286 StSE 286 St
SE 271 St
253 St
108AvSE 287 St
S
R516
109 Av SES E 2 7 4 W y
S 277 St 115PlStoneburnerLnGarfieldAvSE Filbert
East LnWalnut
E Hemlock St
E Walnut St
110AvSE111Ct110Ct265 Pl
263 Pl
S 262 Pl
2 7 0 S t115 Av111 Pl264 S t113 Pl255 Pl117Pl
258 St
SE 254 Pl
115 Av252 Pl
Marion St Ellis Pl97 AvSE 267 St99 Pl S102AvSE268 St 107 AvSE 264 St
SE 266 St114 Pl265 Pl
115 Av268 St
270 CtSE 272 Pl
268 St
267 Pl
266 Pl118Pl263C t261Pl256 Pl
260S t
118Pl117Pl257St
SE 282 St
SE 280 St
SE 276 St
SE 288 St
107 Av108 Av112AvSE111
Av
Chicago St
111Pl110 Pl
116Pl116Pl117PlS E 2 7 7 S t275 St 115 Pl265 Pl
112Pl277 St119 Av119 Av116 Av SE253 Pl
251 Pl
253 Pl
252 St
105 Pl SE108 Pl SESE 254 Pl
106AvSE109AvSE252 Pl
253 Pl
109 Ct25 4 Pl
110 Av110 Av255 Pl
10
9C
t Pl109110 Pl SE259109Pl256 Pl
257 St S E 257 St
256 Pl
257 P l 115 Av258 St
259 S t114 AvSE 264 St
258 Pl
112 AvAvSE113260 St
260 Pl106 Pl2 6 1 S t262St
106 Pl SE107 Av SEAv103SE 2 70 Pl102Pl258 Pl
Pl 114PlSE 277 St
114AvSE106 Av SESE 279 St
Gr
e
e
n
RiverRdSWo
o
dla
n
d
Wy
Carter Pl
88AvKimberlyAv97 Pl97 Av S114 Av SE114AvSE265 St114 Ln SESE 256 St
266 Pl266 St266Pl
268 St 106Pl272 Pl
SE 273 Pl103 PlSE 290 Pl117Ct 118 Ct105PlSE 272 St105 Av106 Av105 Pl271 St
271 Pl
274 Ct105 AvSt
273
107 Pl266 Ct
109
A
vSE 269 St
SE 253 Pl
U
p
p
er
Mill
Cre
e
kGreenRiverINT-4423INT-4424
INT-4661
INT-4004
INT-4376
INT-4645
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installationPAGE 13 LEFTPAGE 15 RIGHTPAGE 8 UP
14 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
140AvSE2 6 4 St
SE 268 St
SE 278 St 141AvSE129AvSE118AvSE1
2
7
Av
S
E
SE 264 St
SE 272 Pl
274 St
275 St
SE270St
117AvSE118AvSESE 284 St
SE 288 Pl
SE 285 St
SE 282 St
SE 276 Pl
SE 277 P lSE 284 St
283 St
SE 290 Pl
SE 264 Pl111AvSE113AvSE
1
10AvSE112AvSE111Ct111AvSESE270 St
1
1
5
A
v
S
E
276 St
2 6 3 P l
134Av261 St132Pl
136PlSE132 Av SE254 St
121Av122Av123Av118Pl122 Av121 Av269 St120Pl 2 7 7 Pl 278 Ct
279 Ct
272 St
116Pl121Pl118Av121
P
l
282Wy
274 St
277 Ct118Pl264St124Pl119Ct120Av264Pl122Ct263St252Pl255St121Pl259Pl
268 St114Av 126Av131Pl263 Pl
254 St
259 Pl
116 Av SE269St111 Pl
SE 281 St
SE 256 St
S E 251Pl
1
2
6
Av
SE119PlSE128 Pl1
3
1Pl262 Pl
262 Pl
SE 273 Pl
126 PlSE 289 StSE 290 St 134 CtSE253 Pl
SE 286 St
SE 270 St
SE 286 St
SE 271 St 128 Av SE127 Av SE129
A
v
1
4
2 A
v S
E
253 St 124 Av SE132 Av SE2 5 3 C t
SE 252 Pl
S E 2 7 4 W y
SE 261 St
124 Av SE253 St
139Pl130Av 139Av27 5 Pl274St
1
2
1
Pl127Av130 Av129 Ct278St115Pl280 St 277 Pl129Pl1
2
7
Av254 Pl2 7 3 St
139Pl126Ct2 6 1 C t125Av258 St119Pl
111Ct110Ct138 Pl258 Pl SE 258 St
256 Pl
130Av257 St
263 St
SE 264
259 Pl
119Dr2 7 0 S t115 Av111 Pl264 S t113 Pl261 Pl
280 Pl
281 St
281 Pl
140 Av137Pl129PlSE 252 St
128 Av SE25 4C t
2 5 4 Pl252 P l122 Pl
255 Pl117Pl
258 St
SE 254 Pl
115 Av252 Pl
SE 266 St114 Pl265 Pl
115 Av268 St
270 CtSE 272 Pl
268 St
267 Pl
266 Pl118Pl263 C t261Pl256 Pl
260S t
262 C tSE 260 Pl
118Pl117Pl257St
122Av125Pl
126Pl265 Pl126 Av259 St
129Av258 St
130 Pl261 St
264 Pl
135 Av136 Av267 Pl
138Av270 St135Av 142AvSE141AvSE136AvSE2 7 4St275St140AvSE276 St
SE 283Pl126Av124Pl276 Pl
125Av131Av2 8 0 S t1
3
1
C
t
123 Pl122 Pl281Ct121 Av123PlSE 282 St
SE 280 St 120 Av SESE 276Pl
123AvSE 276 St
SE 288 St112AvSE111
Av
122PlSE 282 St
143 St1
3
7
Av
13
9 Ct
275 Pl111Pl110 Pl
116Pl116Pl117Pl122Pl259 St
125 Pl276WySE278St
266 St
126 Ln115 Pl265 Pl
112Pl135 Pl265 St 136 Av1
3
7
Av
1
3
8
P
l137 Av1137 Pl271 St
1
3
5
Av
277 St 139 Pl SE253
St
252 Pl
135Pl257 St
138AvSE258Pl
259 Pl
SE 257 Ct
SE 258 St
SE 258 Ct
259 St
132 Pl SE
1
3
4 A
v
S
E
SE 260 Ln 142AvSE268 St
270 St
266 Pl
266 St
131 Pl SESE 271 P l1
4
0
A
v 140LnSE140 CtSE 288 St136 Av SE137 Av SE138 Pl SE141AvSE255 St
123 Pl119 Av12
1
Av
262 Pl120PlSE 255 Pl
258 S t 126PlSE258StSE 265 St122 Pl119 Av12
8
Pl 272 St
130 Av SE273 St2 7 2 Pl
273 CtPl
274Ct
2
7
3 Pl
1
2
9 SE 274 St
116 Av SESE 280 St
1
2
8
Ct
282St
SE 286 Pl
251 Pl
253 Pl
110 Av259
256 Pl
257 St S E 257 St
256 Pl
257 Pl 115 Av258 St
259 St114 AvSE 264 St
258 Pl
112 AvAvSE113260 St
Pl 114Pl114AvSESE 275 St 131 Av134 Pl SESE 282 St
274 Pl114 Av SE114AvSE265 St114 Ln SE253 St
143 Ct120PlSE254St
266 Pl266 St
2 7 4 P l
2 7 3 C t135AvSE257 Ct
2 5 6 Pl
259 P l119 Ct119Pl136 Av SESE 280 Ct
137 Av SE136 Pl281 Pl
SE 279 Pl
SE 280 St
SE 290 Pl
SE 285 Pl
142PlSESE 286 Ct
SE2 87 St121 Pl SE269 Pl 123Av262 Ct 133Pl132 PlSE 278 Pl
SE 277 Pl
126Av126Pl124 Pl277St128 Pl SE129 Pl28 0 P l279Pl
268St
S
R
5
16
261 St
260 St 137 Av255 Pl
137 Wy254 Pl117Ct118 Ct265 Ct
138PlSE 262 St
134 Av266 Ct
SE 255 St
SE 273 St
SE 274 St
SE 252 St
136AvSE135 AV SE2 5 9 Pl259 Pl
122 Av122
W
y
12
3
W
y
121
W
y
288 Pl
SE 253 Pl
Lake Meridian
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installationPAGE 14 LEFTPAGE 16 RIGHTPAGE 9 UP
PAGE 17 DOWN
15 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
146Av
164PlSE160AvSE156AvSESE 261 St
SE 251 St
SE 287 St
SE 280 St140AvSESE261St144AvSESE263St
2 6 4 St
SE 268 St
SE264St
SE270Pl
SE 278 St 141AvSESE 264 S t153 Av SESE 275 Pl
152
W
y
SESE 264 St SE 26 3 St
2 6 5 S t
SE 264 Pl SE 264 St
271 Pl 159Av260 S t2 5 8 S t160Av162 Pl161Av28 8 S t156 Av290St276 Pl
279 P l148Wy 1
6
2
A
v
276 St
2 6 3 P l
134Av261 St
SE26
7
St
136PlSESE 256 St
Kent-Black Diamond Rd144 Av SE2 52 P l
254 St
Ken t Kangley R d
S E 251Pl
188 Av SE273 St
Co
v
i
n
g
t
o
n
Wy
SESE 278 St 165 Pl SE150Pl134 CtSE25 3 Pl
1
4
2 A
v S
E
274 St 146AvSE163 Ct163AvSE1
4
7
Pl
S
E
SE 266 St 163Pl147Av158 PlPl
139Pl145Av146Av145Av145Ct147 Av139Av144
Pl
147Av143Av166 Av2 6 6 S t
S E 262PlSE 2 6 7 Pl2 7 3 St
139Pl258 St
259 Pl 144Pl138 PlSE266St
SE 264
153 Av280 Pl
281 St
281 Pl
140 Av151 Pl SE145 Pl137Pl2 5 1 Pl
255 Pl
150PlSE255 Pl
135 Av136 Av267 Pl
138Av270 St135Av 142AvSE141AvSE143AvSE258 Pl136AvSESE 257 Pl
256 Pl
149 Av148 Av154Av274Ct267 C t269 St161 Pl265 Ct
S E 262 Pl
SE 263 Pl 158 Ct158Av157AvS
E159Pl261 Ct261 Pl
SE 283 Pl149 Pl275 Pl
278 Pl
SE 276 Pl276Pl
2 7 4St275St140AvSESE 283Pl
SE 282 St
143 St143 Pl142 Pl SE1
3
7
Av
13
9 Ct
275 Pl
147 Pl252 Pl
161 Pl254 St
150P l
151 Pl150 Pl279 Pl
270 Pl270 StSE278St 143PlPl147
281 St148AvSE135 Pl265 St 136 Av1
3
7
Av
1
3
8
P
l137 Av1137 Pl271 St
1
3
5
Av 139 Pl SE253
St
252 Pl
135Pl257 St
138AvSE258Pl
259 Pl
SE 257 Ct
SE 258 St
SE 258 Ct
259 St
132 Pl SE
1
3
4 A
v
S
E
SE 260 Ln 142AvSE145Pl146 Av SE266 St
SE 271 P l1
4
0
A
v 140LnSE273 Ct
274 Pl
274Ct 147Av140 Ct146 Av152AvSESE 260 St
148 Av SE267 St
SE 274 St SE 274Pl
151Pl148PlSE149 Av SE149 Pl SE150AvSESE 275 Pl
274 Ln
SE 275 Wy
SE 278 Pl
152 Av SE277 Pl
SE 278 St
SE 273 Pl
150 Ln153PlSESE 288 St 152AvSESE 282 Pl
SE 282 Pl
149 Av SESE 284 St
146PlSESE 288 St136 Av SE137 Av SE138 Pl SE141AvSE134 Pl SESE 282 St
262 St145Av
253 St
143 Ct
2 7 4 P l
2 7 3 C t135AvSE257 Ct
2 5 6 Pl
14
3
AvSE 260 St 144Av259 P l136 Av SESE 280 Ct
137 Av SE136 Pl281 Pl
SE 279 Pl
SE 280 St 276 Pl145 AvSE 278 St
145
Pl2 7 7Ct
SE 285 Pl
142PlSESE 286 Ct
SE2 87 St133Pl137 Av255 Pl
137 Wy254 Pl
138PlSE 262 St
134 AvSE 255 St
SE 273 St
SE 274 St
SE 252 St
136AvSE135 AV SELake Meridian
BigSoosCreek&(
INT-6830
INT-6833
INT-6834
516
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installationPAGE 15 LEFT PAGE 10 UP
16 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
SE 278 St
SE 272 Pl
274 St
275 St
SE270St
117AvSE118AvSESE 284 St
SE 288 Pl
SE 285 St
SE 282 St
SE 276 Pl
SE 277 P lSE 284 St
283 St
SE 290 Pl109AvSE109 CtSE270 St
1
1
5
A
v
S
E 136PlSE132 Av SE121Av122Av123Av118Pl122 Av121 Av26 9 St120Pl 2 7 7 Pl 278 Ct
279 Ct
272 St
116Pl121Pl118Av121
P
l
282Wy
274 St
277 Ct120Av269St111 Pl
110AvSE 281 St
SE 273 Pl
126 PlSE 289 StSE 290 St
SE 286 St
SE 270 St
SE 286 St
SE 271 St
S E 2 9 1 S t108AvSE 287 St
S E 2 7 4 W y 124 Av SE130Av
2 7 5 Pl274St
1
2
1
Pl127Av130 Av129 Ct278St115Pl280 St 277 Pl2 7 3 St
126Ct110AvSE125Av111Ct110Ct2 7 0 S t115 Av111 Pl113 Pl270 CtSE 272 Pl
276 St126Av124Pl276 Pl
125Av131Av2 8 0 S t1
3
1
C
t
123 Pl122 Pl281Ct121 Av123PlSE 282 St
SE 280 St 120 Av SESE 276Pl
123AvSE 276 St
SE 288 St
107 Av108 Av112AvSE111
Av
122Pl116Pl116Pl117Pl276Wy275 St
277 St
270 St
SE 288 St136 Av SE137 Av SE12
8
Pl 272 St
130 Av SE273 St2 7 2 Pl
273 CtPl
274Ct
2
7
3 Pl
1
2
9 SE 274 St
116 Av SESE 280 St
1
2
8
Ct
282St
SE 286 Pl
SE 277 St
114AvSE106 Av SESE 279 St
SE 275 St 131 Av134 Pl SESE 282 St
274 Pl114 Av SE2 7 4 P l
2 7 3 C t135AvSE136 Av SESE 280 Ct
137 Av SE136 Pl281 Pl
SE 279 Pl
SE 280 St
272 Pl
SE 273 Pl
SE 290 Pl
SE 290 Pl
SE 295 St
127Wy125AvSE124Pl126AvSE 296 Wy
SE 298 Pl
SE 299 Pl
SE 300 Wy 127PlSE126Ct128Ct297 Ct
129PlSE130WySE297 Pl
SE 299 St
S E 299St124Av125Pl128 Pl
125Ct126CtSE 302 St
SE 301 St128Ct
302 Pl129AvSE 129PlSE130AvSESE 301 Pl
127PlSE132 Av SE120Av121PlSE303 Ct112AvSE
SE 304 St
SE 304 St
SE 298 St
SE 295 St
111AvSE118AvSE124 Av SE116AvSE121 Pl SE269 Pl
SE 278 Pl
SE 277 Pl
126Av126Pl124 Pl277St128 Pl SE129 Pl28 0 P l279Pl
S
R
5
16
SE 272 St105 Av106 Av105 Pl271 St
271 Pl
274 Ct105 AvSt
273
107 PlSE 273 St
SE 274 St
122 Av122
W
y
12
3
W
y
121
W
y
120Wy288 Pl
SE292W ySE292S t120 Av SE121 Av SESE 296 Pl
INT-4423INT-4424
INT-4661
INT-4645
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installation PAGE 15 UP
BRIDGES - 17 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
MAPLEVALLEYBLACKDIAMONDRDSE 264 St
S E KENT-KANGLEY RDSUMMIT-LANDSBURGRD264 Pl
SEKENT-KAN G L E Y RD
SE 276 St
SE 286 St 262 Av SE268AvSEMaple Valley
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installation
CLARK SPRINGS - 18 OF 19
F
0 500 1,000 1,500Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
CrestAvSLenoraAvE Laurel St
S259StHazelAvN5thAvN3rdAvN1stAvNS234StStateW Cole St
H
a
w
l
e
y
RdWNadenAvSMadisonAvN74AvS5th Av S5thAvS3rdAvS2ndAvS1stAvSRailroadAvSW Gowe St
S 259 St
E Temperance St
Valley Pl
Novak Ln
Woodford Av NRailroadAvNE Chicago St
WynwoodDrWardSt
E Guiberson St
K e nsingtonAvGoweSt
Bridges Av SCentralAvS4th Av SJames St
W Meek er St 6th Av NW Harrison St
W M eeker S t
W Sam St
6th Av4thAvN68AvSETitusSt80AvSSR167CentralAvNProspect Av NE Seattle St
E Smith St
2nd Av NWashington Av NLincolnAvNThompson Av N6th Av N2nd Av N1st Av SStateAvNKennebeckAvMcmillan St
Clark Av NPioneer St
Hillcrest AvKensington AvStoneburnerLnOly
mpicWy
C h erry Hill
E Filbert
E Hemlock St
E Dean Jason Av NAlexanderGl
e
n
wo
o
d
L
n
Dean St
George St
AlpineW y71PlWCloudySt
Cedar St
Tacoma St
E Maclyn St
ScenicW y
Ke
n
n
e
bec
k
AvE TitusStMarion St
Willis St
W Titus St
Rachael Pl W C row St
Stetson Av
Carter St
S
c
e
n
ic
W
y
Chicago StMorton St
W Saar St
S 231 St
66 Av SOverlook St
Waterman StAdams
5thAvS66AvS67PlSS 238 PlS 239 St
S 239 Pl 84 Pl S236 Pl S 235 Pl
Carter PlKirkwoodAv
87AvSW Smith St
6th AvRussell StWJamesLnRidgeview DrW James LnJamesCt
James Pl
James PlJames Ln
S R 51663 Pl
SS 251 S t Naden Av258Pl
88AvScenic WyS238 S tWMortonSt
E Smith St
VanDeVanterAvSW Willis St
StConcord
C le a rv iew
RamsayW
y
W Kent Sta St
1st Av N2nd Pl N3nd Pl N6
4
A
v
SS 236 Pl
65 Av238 Pl
GreenR iv e r
&(
INT-3221 INT-3237
INT-3272
INT-3269
SEG-8554
INT-3349
INT-3668
INT-3712
181
Produced by Engineer 1: Gursimran Singh P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\GIS Maps\2020 Plastic Marking Refresh Mapbook.mxd Printed: March 2020
2020 Plastic Pavement Markings Refresh and Traffic Separator Curb System installation
DOWNTOWN - 19 OF 19
F
0 500 1,000Ft
Intersection Marking
Legend
SEG-123 Map Key (see Appendix C for details)INT-123 Map Key (see Appendix A and B for details)
Median Traffic Plastic Curb with Guide Posts
APPENDIX A2020 INTERSECTION MARKINGSLocation DescriptionMap KeyMap PageIntersection LegStop Line Width (inches)Est. Stop Line Length (LF)Load Zone Hatch Markings (LF)Plastic Line for "LOAD ZONE" 12 inch Legend (each)Intersection Turn Extension Line(Length) (lf)Crosswalk Replacement (Full/Partial)Est. Area of Transverse Line Crosswalk to Replace (SF)Est. Area of Crosswalk to Replace (SF) as per City of Kent Standard Plan 6-75MLeft Arrow (each) Type 2SL as per City of Kent Standard Plan 6-76MRight Arrow (each) Type 2SR as per City of Kent Standard Plan 6-76MThru Arrow (each) Type 1S as per City of Kent Standard Plan 6-76MTR Arrow (each) Type3SR as per City of Kent Standard Plan 6-76MPedestrian Symbol (each) as per City of Kent Standard Plan 6-7912" wide Chevron Off-Ramp Gore Area Markings (LF) per WSDOT Standard Plan M-2.20-03 and M-24.60-0412" wide Chevron On-Ramp Gore Area Markings (LF) per WSDOT Standard Plan M-2.21-00 and M-24.60-04HOV Lane Symbol (each)per WSDOT Standard Plan M-7.50-01Type 5 Traffic Arrow (each) per WSDOT Standard plan M-24.20-02NotesPacific Hwy S / S Kent-Des Moines Rd / SR 99 INT-1291 5 N215Pacific Hwy S / S Kent-Des Moines Rd / SR 99 INT-1291 5 E 24 65 130 Full 304 6 4 6Pacific Hwy S / S Kent-Des Moines Rd / SR 99 INT-1291 5 S 24 60Full 288 2 224 Av N / Ramsay Wy INT-3201 7 E2 23 Pl N / Ramsay Wy INT-3221 7 WFull 763 Pl N / Ramsay Wy INT-3221 7 EFull 552 Pl N / Ramsay Wy INT-3237 7 WFull 55Ramsay Wy in front of AMC Theatre INT-3269 NPartial 26Ramsay Wy in front of AMC Theatre INT-3269 SPartial 262 Av N / W Smith St INT-3270 7 N32 Pl N / Ramsay Wy INT-3237 7 E 300 1 Full 55Load Zone hatch is per "Load Zone Hatch Markings on Ramsay Way" plan sheet no 3 of 3.Ramsay Wy / W Temperence St INT-3272 7 N 450 1 Full 57Load Zone hatch is per "Load Zone Hatch Markings on Ramsay Way" plan sheet no 3 of 3.Ramsay Wy / W Temperence St INT-3272 7 SFull 67E Smith St / Railroad Av N INT-3349 7 E 24 34Partial 135Crosswalk marking is for adding new parallel crosswalk lines per "High Visibility Crosswalk Marking Detail No 1"Central Pl S / S 266 St INT-3442 13 S 24 26New stop lineE Guiberson St / Van De Vanter Av S INT-3668 7 W 24 15New stop lineE Guiberson St / Van De Vanter Av S INT-3668 7 E 24 12New stop lineE Temperance St / Hazel Av N INT-3712 7 W 24 10New stop lineE Temperance St / Hazel Av N INT-3712 7 E 24 10New stop line96 Av S / S 246 Pl INT-4001 8 E 12 14New stop lineP:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\60.9 Estimating\2020 Plastic Markings Estimate.xlsx3/25/2020Page 1 of 2
APPENDIX A2020 INTERSECTION MARKINGSLocation DescriptionMap KeyMap PageIntersection LegStop Line Width (inches)Est. Stop Line Length (LF)Load Zone Hatch Markings (LF)Plastic Line for "LOAD ZONE" 12 inch Legend (each)Intersection Turn Extension Line(Length) (lf)Crosswalk Replacement (Full/Partial)Est. Area of Transverse Line Crosswalk to Replace (SF)Est. Area of Crosswalk to Replace (SF) as per City of Kent Standard Plan 6-75MLeft Arrow (each) Type 2SL as per City of Kent Standard Plan 6-76MRight Arrow (each) Type 2SR as per City of Kent Standard Plan 6-76MThru Arrow (each) Type 1S as per City of Kent Standard Plan 6-76MTR Arrow (each) Type3SR as per City of Kent Standard Plan 6-76MPedestrian Symbol (each) as per City of Kent Standard Plan 6-7912" wide Chevron Off-Ramp Gore Area Markings (LF) per WSDOT Standard Plan M-2.20-03 and M-24.60-0412" wide Chevron On-Ramp Gore Area Markings (LF) per WSDOT Standard Plan M-2.21-00 and M-24.60-04HOV Lane Symbol (each)per WSDOT Standard Plan M-7.50-01Type 5 Traffic Arrow (each) per WSDOT Standard plan M-24.20-02NotesSE 213 Pl between 100 Av SE and 103 Pl SE INT-4214 35Install Pedestrian Symbols as per "Pedestrian Symbol Pavement Marking Installation SE 213 Pl znd 103 Pl SE" plan sheet no 2 of 3.103 Pl SE between SE 216 St and SE 213 Pl INT-4398 83Install Pedestrian Symbols as per "Pedestrian Symbol Pavement Marking Installation SE 213 Pl znd 103 Pl SE" plan sheet no 2 of 3.104 Av SE / SE 264 St INT-4376 14 SFull 144104 Av SE / SE 264 St INT-4376 14 W 24 11Full 96104 Av SE / SE 264 St INT-4376 14 E 24 25Full 128SE 277 St Off Ramp INT-4423 14 Off Ramp100Install new 4 sets of chevron crosshatch markings equally spaced at approximately 50 ft spacing.SE 277 St On Ramp INT-4424 14 On Ramp100Install new 4 sets of chevron crosshatch markings equally spaced at approximately 25 ft spacing.108 Av SE / SE 277 St / Off Ramp INT-4645 14 W 24 322 21 Install new Type 5 arrow adjacent to the location of wrong way sign.108 Av SE / SE 272 St INT-4661 14 E 24 13108 Av SE / SE 200 St INT-4756 3 N 24 38Full 192108 Av SE / SE 200 St INT-4756 3 S 24 45Full 208P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\60.9 Estimating\2020 Plastic Markings Estimate.xlsx3/25/2020Page 2 of 2
APPENDIX B2020 INTERSECTION MARKINGS (TO BE INSTALLED AFTER COMPLETION OF CITY PAVING OPERATIONS)Location DescriptionMap KeyMap PageIntersection LegStop Line Width (inches)Est. Stop Line Length (LF)Crosswalk Replacement (Full/Partial)Est. Area of Crosswalk to Replace (SF) as per City of Kent Standard Plan 6-75MLeft Arrow (each)Type 2SL as per City of Kent Standard Plan 6-76MRight Arrow (each)Type 2SR as per City of Kent Standard Plan 6-76MLeft Traffic Arrow (each) Type 6L per WSDOT Standard plan M-24.20-02Notes36 Av S / Military Rd S / Reith Rd / S 259 Pl INT-1614 11 N 24 24 Full 208 2 Install markings after completion of City paving operations36 Av S / Military Rd S / Reith Rd / S 259 Pl INT-1614 11 S 24 28 Full 128 2 Install markings after completion of City paving operations36 Av S / Military Rd S / Reith Rd / S 259 Pl INT-1614 11 W 24 12 Full 176 2 2 Install markings after completion of City paving operations36 Av S / Military Rd S / Reith Rd / S 259 Pl INT-1614 11 E 24 24 Full 128Install markings after completion of City paving operationsE Canyon Dr / S 252 St INT-4004 8 S 24 15 Full 96Install markings after completion of City paving operations115 Av SE / SE 248 St INT-5196 9 W Full 80Install markings after completion of City paving operations116 Av SE / SE 248 St INT-5265 9 N 24 11Install markings after completion of City paving operations116 Av SE / SE 248 St INT-5265 9 S 24 11Install markings after completion of City paving operations116 Av SE / SE 248 St INT-5265 9 W 24 13 Full 96Install markings after completion of City paving operations116 Av SE / SE 248 St INT-5265 9 E 24 10Install markings after completion of City paving operations120 Pl SE / SE 209 St INT-5635 4 E 12 11Install markings after completion of City paving operations120 Pl SE / SE 210 St INT-5637 4 E 12 16Install markings after completion of City paving operations132 Av SE / SE 240 St INT-6355 9 S 24 28 Full 144 2 Install markings after completion of City paving operationsP:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\60.9 Estimating\2020 Plastic Markings Estimate.xlsx3/25/2020Page 1 of 2
APPENDIX B2020 INTERSECTION MARKINGS (TO BE INSTALLED AFTER COMPLETION OF CITY PAVING OPERATIONS)Location DescriptionMap KeyMap PageIntersection LegStop Line Width (inches)Est. Stop Line Length (LF)Crosswalk Replacement (Full/Partial)Est. Area of Crosswalk to Replace (SF) as per City of Kent Standard Plan 6-75MLeft Arrow (each)Type 2SL as per City of Kent Standard Plan 6-76MRight Arrow (each)Type 2SR as per City of Kent Standard Plan 6-76MLeft Traffic Arrow (each) Type 6L per WSDOT Standard plan M-24.20-02Notes132 Av SE / SE 240 St INT-6355 9 W 24 39 Full 192Install markings after completion of City paving operations132 Av SE / SE 240 St INT-6355 9 E 24 33 Full 208Install markings after completion of City paving operations132 Av SE / SE 240 St INT-6355 9 N 24 24 Full 160Install markings after completion of City paving operations132 Av SE / SE 230 St INT-6371 9 W 24 16Install markings after completion of City paving operations144 Av SE / SE 276 Pl INT-6830 16 Mid Block80Install markings after completion of City paving operations. Crosswalk is located 125 ft N of Intersection of 144 Av SE & SE 276 Pl144 Av SE / SE 275 Pl INT-6833 16 E 24 24Install markings after completion of City paving operations144 Av SE / SE 274 Ct INT-6834 16 E 24 21Install markings after completion of City paving operationsP:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\60.9 Estimating\2020 Plastic Markings Estimate.xlsx3/25/2020Page 2 of 2
APPENDIX CTRAFFIC SEPARATOR CURB SYSTEMMap Key Street Name Location DescriptionMap PageTraffic Separator Curb w/ Delineators (LF)Remove existing Raised Profile from Pavement (LF)NotesSEG-8554 James Street Intersection of James St and Central Ave N 7 300 600Install traffic separator curb with delineators per "James Street Traffic Separator Curb with Delineators" plan sheet no 1 of 3.P:\Public\PROJECTS\_In Design\20-3011.2 2020 Plastic Marking Refresh\60 Design\60.9 Estimating\2020 Plastic Markings Estimate.xlsx 3/23/2020Page 1 of 1
CENTRAL AVEJAMES STSTATE AVE
WOODFORD AVECity of KentPublic Works DepartmentOperations Division
100 AVE SE100 PL SE
102 AVE SE
SE 213 PL104 PL SE
103 PL SESE 216 STCity of KentPublic Works DepartmentOperations Division
LOAD ZONELOAD ZONELOAD ZONERAMSAY WAYZUMIEZ417 RAMSAY WAY, KENT, WA 98032JOHNNY ROCKETS418 RAMSAY WAY, KENT, WA 98032LOAD ZONECity of KentPublic Works DepartmentOperations Division
2020 Plastic Markings/Singh A - 4 March 30, 2020
Project Number: 20-3011.2
PERMITS
1. Approved City of Des Moines Right of Way Permit
2. Approved WSDOT General Permit and Special Provisions for approved Traffic
Control Plans
Inspection Results
City of Des Moines, Washington - Phone: (206) 870-7576
PERMIT ID: ENG2020-0043
Applied:
Issued:
Expires:
03/04/2020
03/09/2020
06/07/2020
Address:SR 99 - SR 516 INTERSECTION
Final:
Parcel:
Contact:CITY OF KENT PUBLIC WORKS - GURSIMRAN SINGH
PERMIT STATUS: ISSUED
-TYPE A (Use of Right of Way)Type:
3505 - ROW Job Started INSPECTION COMPLETE:NO
3620 - Final Inspection INSPECTION COMPLETE:NO
Page 1 of 13/9/2020 3:54:03 PM
1
Singh, Gursimran
From:Khai Le <kle@desmoineswa.gov>
Sent:Tuesday, March 24, 2020 12:48 PM
To:Singh, Gursimran
Cc:Anthony Jones
Subject:RE: SR 99 - SR 516 intersection work hours
EXTERNAL EMAIL
Gursimran –
We would like to approve the project work hour from 8PM – 5AM, including traffic control set up and take down time,
with a condition in the ROW permit to adjust the lane closure time if traffic warranted.
Please let me know if you have any other questions.
Thank you,
Khai Le, P.E.
Civil Engineer II
Transportation & Engineering Department
21650 11th Ave. S, Des Moines, WA 98198
Phone 206-870-6537 | Direct 206-321-6343
Email kle@desmoineswa.gov
From: Singh, Gursimran [mailto:GSingh@kentwa.gov]
Sent: Tuesday, March 24, 2020 10:06 AM
To: Khai Le <kle@desmoineswa.gov>
Cc: Andrew Merges <AMerges@desmoineswa.gov>; Anthony Jones <AJones@desmoineswa.gov>
Subject: RE: SR 99 - SR 516 intersection work hours
CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links,
especially from unknown senders.
Good Morning Khai,
As per our discussion over the phone,
WSDOT approved our Traffic Control plans, they have allowed night work for plastic pavement marking refresh work on
the intersection.
With lane closures on the intersection from Sunday to Thursday 10:00 PM to 5:00 AM, with lane closure starting at
8:00 PM to set up traffic control, ( I am also attaching a email from Duffy McColloch from WSDOT about clarification on
the work times).
I am also attaching sheet no 1 of approved traffic control plan with work hours in the notes. Full set of approved traffic
control plan, WSDOT general permit with special provisions can be downloaded from here.
2
Please let me know by tomorrow if we will be allowed by City of Des Moines to work on times as approved by the
WSDOT.
Thank you for your understanding. Appreciate it.
Gursimran(Sonny) Singh
From: Khai Le [mailto:kle@desmoineswa.gov]
Sent: Tuesday, March 24, 2020 8:24 AM
To: Singh, Gursimran
Cc: Andrew Merges; Anthony Jones
Subject: RE: SR 99 - SR 516 intersection work hours
EXTERNAL EMAIL
Gursimran -
Sorry for my late response. I hope you are doing well at the City of Kent. Per our discussion in the past, starting lane
closures at 8 PM on Pacific Hwy S would create a big impact on the traffic flow at the Pac Hwy S/ KDM intersection. We
are still waiting for the traffic volume data from WSDOT but it seems to be delayed due to the current situation. We
would like the work for this project to start at 10 PM - 5PM, including traffic control setup and takedown time, unless
WSDOT traffic data or any traffic data the City of Kent could provide shown otherwise. We will have this condition added
to the ROW permit. Thank you for your understanding.
Thank you,
Khai Le
From: Singh, Gursimran [mailto:GSingh@kentwa.gov]
Sent: Tuesday, March 24, 2020 8:00 AM
To: Khai Le <kle@desmoineswa.gov>
Subject: SR 99 - SR 516 intersection work hours
CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links,
especially from unknown senders.
Khai,
My understanding is, there is no time restrictions on City of Des Moines right of way permit, we will be working on the
SR 99 – SR 516 intersection at night, road closure hour to set up traffic control will be as approved by WSDOT in
approved Traffic Control Plans, 10 PM to 5 AM with Uniformed police office controlling traffic at intersection, with lane
closures starting at 8 PM to set up traffic control.
Thank You
Gursimran(Sonny) Singh
From: Singh, Gursimran
Sent: Thursday, March 19, 2020 2:26 PM
To: Khai Le
Subject: SR 99 - SR 516 intersection night work.
3
Good Afternoon Khai,
Thanks for the Right of Way permit, I am writing you today to enquire if there is any time restriction for night work to
refresh Plastic pavement markings on SR 99 – SR 516 intersection, please let me know by Monday as I am finalizing specs
for the project, Project goes out to bid next week.
Please let me know by Monday, March 23, 2020 if there is any.
I have also called and left you a voicemail.
Thank You.
Gursimran(Sonny) Singh
Engineer 1 | Public Works Operations
5821 South 240th Street, Kent, WA 98032
Phone 253-856-5600 | Cell 206-640-7404
gsingh@kentwa.gov
CITY OF KENT, WASHINGTON
www.KentWA.gov Facebook Twitter YouTube
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
1
Singh, Gursimran
From:Larry Pickard <LPickard@desmoineswa.gov>
Sent:Tuesday, March 24, 2020 12:55 PM
To:Singh, Gursimran
Cc:Khai Le
Subject:RE: Notification to business owners
EXTERNAL EMAIL
Gursimran, your request is approved.
Thank you,
Lawrence Pickard, CBO
City of Des Moines, WA
Building Official
lpickard@desmoineswa.gov
206-870-6569
From: Singh, Gursimran [mailto:GSingh@kentwa.gov]
Sent: Thursday, March 19, 2020 2:36 PM
To: Larry Pickard <LPickard@desmoineswa.gov>
Cc: Khai Le <kle@desmoineswa.gov>
Subject: FW: Notification to business owners
CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links,
especially from unknown senders.
Good Afternoon Lawrence,
I have also called you and left you a voicemail,
How is the process for noise variance looking like? Please let me know as soon as possible. My project goes out to bid
next week.
Thank You.
Gursimran(Sonny) Singh
From: Singh, Gursimran
Sent: Wednesday, March 04, 2020 3:56 PM
To: lpickard@desmoineswa.gov
Cc: Khai Le
Subject: Notification to business owners
Hello Lawrence,
It was really nice to talk to you over the phone today,
Details about the project - Contractor will be only refreshing pavement markings on East and South leg of SR 99 / SR 516
intersection within City of Kent maintenance jurisdiction.
2
Please see attachment for details- I have drawn 300 LF circle from project limit, we will be notifying businesses using
PCMS board which are within the yellow circle drawn.
If you have any questions, please don’t hesitate to call me
I have all-day training tomorrow in Lynnwood, I can be reached via cell phone at (206) 640-7404.
Thank You.
Gursimran(Sonny) Singh
Engineer 1 | Public Works Operations
5821 South 240th Street, Kent, WA 98032
Phone 253-856-5600 | Cell 206-640-7404
gsingh@kentwa.gov
CITY OF KENT, WASHINGTON
www.KentWA.gov Facebook Twitter YouTube
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
From: Khai Le [mailto:kle@desmoineswa.gov]
Sent: Tuesday, March 03, 2020 10:19 AM
To: Singh, Gursimran
Cc: Anthony Jones
Subject: RE: Review/approve TCP and right of way permit application.
EXTERNAL EMAIL
Gursimran-
Please submit your answers to the City Building Official for his approval. The City ROW inspector will review the TCP and
approve the ROW permit when your project is within 90 days of construction time. In regards to the project start/end
timeframe on Pacific Highway, I will let you know as soon as we received the traffic data from WSDOT.
Building Official contact info:
Lawrence Pickard, CBO
City of Des Moines, WA
Building Official
lpickard@desmoineswa.gov
206-870-6569
Let me know if you have any other questions.
Thank you,
Khai Le, P.E.
Civil Engineer II
Transportation & Engineering Department
21650 11th Ave. S, Des Moines, WA 98198
Phone 206-870-6537 | Direct 206-321-6343
Email kle@desmoineswa.gov
3
From: Singh, Gursimran [mailto:GSingh@kentwa.gov]
Sent: Monday, March 2, 2020 1:40 PM
To: Khai Le <kle@desmoineswa.gov>
Cc: Anthony Jones <AJones@desmoineswa.gov>
Subject: RE: Review/approve TCP and right of way permit application.
CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links,
especially from unknown senders.
Hello Khai,
• Who is doing the work (you) and why the afterhours work has to be done at other than regular construction
hours.
The Project is not out to bid yet, After hours work has been planned for this project in order to work at that intersection
during non-peak traffic hours.
• When is the duration, timeline, and hours of the request.
Hours of request for night work is 9 pm to 5 am.
• Who they contact if there is a problem (your organization, not the City)
• Any other information you feel is pertinent to the project and to the request for night work.
City of Kent will be hiring a contractor to refresh plastic pavement markings on SR 99/SR 516 intersection on east and
south leg in City of Kent maintenance jurisdiction. With traffic control plan in place, Contractor will be only placing
reflective drums in City of Des Moines jurisdiction to set up traffic control. Night work has been requested for this
project in order to work at the intersection during non-peak traffic hours.
We will invite you at the pre con for this project once the project will be awarded to give details about the timeline of
work, contractors information.
Please let me know if you have any more questions.
Please share with me a copy of City of Kent Des Moines noise ordinance.
Thanks
Gursimran(Sonny) Singh
From: Khai Le [mailto:kle@desmoineswa.gov]
Sent: Thursday, February 27, 2020 4:15 PM
To: Singh, Gursimran
Cc: Anthony Jones
Subject: RE: Review/approve TCP and right of way permit application.
EXTERNAL EMAIL
Gursimran,
Per our discussion on the phone, any night time construction work will need to apply for a noise variance with the City
building official. After the noise variance is approved, we would like to request the noise variance request & a copy of a
flyer with the following items to be sent out to all businesses and homeowners within 300 LF of the project limit:
· Who is doing the work (you) and why the afterhours work has to be done at other than regular construction
hours.
· When is the duration, timeline, and hours of the request.
4
· Who they contact if there is a problem (your organization, not the City)
· Any other information you feel is pertinent to the project and to the request for night work.
Please let me know if you have any questions.
Thank you,
Khai Le, P.E.
Civil Engineer II
Transportation & Engineering Department
21650 11th Ave. S, Des Moines, WA 98198
Phone 206-870-6537 | Direct 206-321-6343
Email kle@desmoineswa.gov
·
From: Singh, Gursimran [mailto:GSingh@kentwa.gov]
Sent: Wednesday, February 26, 2020 4:01 PM
To: Khai Le <kle@desmoineswa.gov>
Cc: Permit Intake <permitintake@desmoineswa.gov>
Subject: Review/approve TCP and right of way permit application.
CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links,
especially from unknown senders.
Hello,
City of Kent is refreshing plastic pavement markings on Pac Highway 99 and Kent Des Moines Rd (SR 516) intersection in
City of Kent maintenance jurisdiction. (https://www.google.com/maps/@47.3932624,-
122.2948252,369m/data=!3m1!1e3)
With traffic control plan in place, City of Kent will be setting standard traffic drums in City of Des Moines maintenance
jurisdiction as part of traffic control, City of Kent will not be refreshing pavement markings in city of Des Moines
maintenance jurisdiction.
Here is the dropbox link to view Traffic control plans:
https://www.dropbox.com/sh/rhnwiz9ppqsvsij/AADYPOb3tN3FqejVOLm9-RFRa?dl=0
Attached is the right of way permit application.
Please, review/approve Traffic Control plans and right of way permit by Tuesday, March 3, 2020 if possible as I am in the
fast tracking phase of the project.
Thanks, please don’t hesitate to call me if you need any more information to expedite the process.
Gursimran(Sonny) Singh
Engineer 1 | Public Works Operations
5821 South 240th Street, Kent, WA 98032
Phone 253-856-5600 | Cell 206-640-7404
gsingh@kentwa.gov
CITY OF KENT, WASHINGTON
www.KentWA.gov Facebook Twitter YouTube
5
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
Applicant (hereinafter referred to as Permit Holder)
of Kent Public Works
Permil Number
NWK-2015-KNT
Address
5821 S 240th St
State Route
516
City
Kent
State
WA
Zip Code
98032
Begin Milepost (if
LefrIRishtf.l
applicable)
1.68
End Mileposl (if applicable)
LeftflRishtn 2.21
Phone Number
253.85&5600
Region
Northwest
Email
GSingh@kentwa.gov
County
King
Project Name {if applicable)
Kent Pavement Marking Refreshing
Public Land Survey System (PLSS)
Al or begins at 1i4 of the 1/4 of section
-
Township
--
N, Range e f] w I
and if applicable ends at 1/4 of the
-
.t/4 of section
-
Township _ N, Range e I w n
This General Permit shall apply to all Work being constructed by the permit on WSDOT right-of-way that is owned by or under
WSDOT jurisdiction and includes all Work
by WSDOT. (RCW 47.24.020 City Streets
that will be WSDOT's responsibility to maintain when the Work is completed and accepted
as part of State Highways.)
lntended use of wsDor Highway Right-of-way (hereinafler relened to as the "work"):
Approved traffic conlrol for pavement marking refreshing on SR gg and SR 516
The Washington State Department of Transporlation hereinafter will be referred to as "WSDOT.'WSDOT will allow the permit Holder
to construct, upgrade, use, and/or maintain the Work described above provided the Permit Holder accepts all the terms, provisions,
and exhibits attached hereto and by this reference made a part of this permit.
Exhibit'A": General Permit Special Provisions
Exhibit "8": Right of Way Sheet and/or Vicinity Map
Exhibit "C": Approved Trafiic Control Plans, 60 sheets
Exhibit "D":
Exhibit "E':
Exhibit "F":
Permit Holder WSDOTApproval
Print Name
Gursimran Singh
Print Name
Ramin Pazooki
Print'Iitle
Engineer 1
Print Title
Utilities and Services
Signature Signature
Date . I
Slt9lzoz-o
U Date it t /ao
Expiration Date
December 31st, 2020
^-,W tr#ffim:ii?"".*,ra*on General Permit
(Application and Permit)
DOT Form 224498
Revised 0312020
Page 1 of6
2020 Plastic Markings/Singh A - 5 March 30, 2020
Project Number: 20-3011.2
TRAFFIC CONTROL PLANS
2019
2019
2019
XXXX76 GAS
STATION
KENT
STATION
APTS
E JAMES STN STATE STWOODFORD AVE NPROSPECT AVE NJASON AVE NCLARK AVE NCENTRAL AVE NE GEORGE ST
RAILROAD AVE N1 AVE NKENT STATION DRIVEWAYW JAMES ST 1 AVE N2 AVE NSTOPSTOPBNSF RR TRACKSSPEED
LIMIT
35
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
28” REFL. CONE
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED. LEFT LANE
CLOSED
AHEAD
W20-5L W4-2R
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
L = 225’
LEGEND
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
METRO TURNS
RIGHT.
MAY HAVE TO
ADJUST CONES
TO
ACCOMMODATE. MATCH SHEET 2ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
ADDTL. NOTES:
ROAD
WORK
AHEAD
W20-1
METRO ROUTE LOCATED WITHIN
WORK AREA. SEE GENERAL NOTE
#3 IF BUS AFFECTED BY CLOSURES.
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE
(1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
MANDATORY
NOTIFY KENT SCHOOL DISTRICT 5 DAYS IN ADVANCE OF CLOSURE
XXXX76 GAS
STATION
KENT
STATION
APTS
E JAMES STN STATE STWOODFORD AVE NPROSPECT AVE NJASON AVE NCLARK AVE NCENTRAL AVE NE GEORGE ST
RAILROAD AVE N1 AVE NKENT STATION DRIVEWAYW JAMES ST1 AVE N2 AVE NSTOPSTOP28” REFL. CONE
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ADDTL. NOTES:MATCH SHEET 1
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE
(1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
LEFT LANE
CLOSED
AHEAD
W20-5LW4-2R
SUPERVISOR
PHONE NUMBER (office)
2/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
KEEP
RIGHT
R4-7
18” x 24”
ROAD
WORK
AHEAD
W20-1
L = 225’N STATE STNO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
LEFT LANE
CLOSED
AHEAD
W20-5L
CENTRAL AVE NADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1 ROAD
WORK
AHEAD
W20-1
28” REFL. CONE
E JAMES ST
DOWNSTREAM TAPER
TO INDICATE END OF ROAD
WORK FOR E/B TRAFFIC
LEFT TURN LANE
MAINTAINED SPEED
LIMIT
35
METRO ROUTE LOCATED WITHIN
WORK AREA. SEE GENERAL NOTE
#3 IF BUS AFFECTED BY CLOSURES.
MANDATORY
NOTIFY KENT SCHOOL DISTRICT 5 DAYS IN ADVANCE OF CLOSURE
MANDATORY
NOTIFY KENT SCHOOL DISTRICT 5 DAYS IN ADVANCE OF CLOSURE
start 1st taper
end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
1
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
W20-1
L =
495’
Verriach Kulwant DDS
22613 Pacific Hwy S
Des Moines, WA 98198
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99
ROAD
WORK
AHEAD
W20-1
MATCH SHEET 2
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99PACIFIC HWY
S
(ONLY S/B
LANES
SHOWN
TH
IS
SHEET)
MP 15.8899
R3-11 (mod.)
36” x 48” B/W
R3-11 PLACED 500’
IN ADVANCE OF
W20-1. SEE (a)
FOR ADDITIONAL
INFORMATION.
R3-11L
36” x 48” B/W
(a)2L =
990’
(cont.
on
Sheet
2)
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
ALL R3-11L SIGNS PERMANENTLY POSTED SOUTH OF
TEMPORARY R3-11 (mod.) SIGNS SHALL BE COVERED
WHEN R3-11 (mod.) IS USED. (SHOWN ON THIS SHEET)
WHEN TEMP. ROAD CONDITION IS NO LONGER VALID,
R3-11L SHALL BE DISPLAYED ON SIGN STAND
TO NOTIFY TRAFFIC THAT HOV LANE HAS
RETURNED TO RESTRICTED LANE CONDITION.
(SHOWN ON SHEET 4)
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W4-2R
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
LEFT
TWO LANES
CLOSED
AHEAD
W20-501
Lane closure hours
Sunday to Thursday - 10:00 pm to 5:00 am
Lane closures may star t at 8 pm. All lanes should reopen by 5:00 am
Maintain all driveway access, Flaggers shall be provided on driveways
within the work zone.
Notify af fected residents and businesses.
Email WSDOT Traf fic five days prior to star t of work. Juan Reyes at
Attach the approved traf fic control plan.reyesj@wsdot.wa.gov
Contact WSDOT Signals five days prior to star t of work-
Rich Loucks (Signal Super visor) (206) 442-2142
Hayden Wong (Signal Engineer) (206) 440-4458
Contact WSDOT inspector to coordinate work five days prior to star t
of work. Rick Johnson (206) 200-8350.
APPLY TO ALL SHEETS
start 1st taper end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
2
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
Sav-On Insurance
22815 Pacific Hwy S
Des Moines, WA 98198
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99
MATCH SHEET 3
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 PACIFIC HWY S (ONLY S/B LANES SHOWN THIS SHEET)ADDTL. NOTES:
MATCH SHEET 1
end 2nd taperL = 495’ (cont. on Sheet 3)X = 500’MP 15.72992L = 990’ (cont. from Sheet 1)APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W4-2R
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 PACIFIC HWY S ADDTL. NOTES:
MP 15.5099
MATCH SHEET 2
MATCH SHEET 4
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
3
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEADL = 495’ (cont. from Sheet 2)NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99R3-501
(mod.)
OK
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
R3-6
30” x 36”
Shell Gas Station
23031 Pacific Hwy S
Des Moines, WA 98198
W20-7a
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
MAY OFFSET DRUMS TO CREATE
WIDER TRAVEL LANE. (MIN. 11’
REQUIRED)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KENT-DES MOINES RDS 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1
MP 1.87516
MA TCH SHEET 5MATCH SHEET 3
POLICE
W20-7a
SIGNAL SHALL FLASH RED-ALL DIRECTIONS
UPO SHALL COUNTERMAND SIGNAL
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICERS)
UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS
WITHIN INTERSECTION
Midway Donuts & Gyros
23100 Pacific Hwy S
Des Moines, WA 98198
Sherwin-Williams Paint
23250 Pacific Hwy S
Kent, WA 98032
MP 15.4199
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99
METRO STOP
UNAFFECTED
METRO STOP
SHALL BE
RELOCATED
W20-7a
K
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
CROSSWALK
CLOSED
36” x 24”
R9-3XC
MANDATORY
CROSSWALKS SHALL NOT BE CLOSED CONCURRENTLY.
R9-3XC SIGNS SHALL BE PLACED ACCORDINGLY TO
ALLOW PEDESTRIANS TO SAFELY BYPASS WORK AREA.
(b)
LEGEND
WORK AREA(S)
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
METRO ROUTE RUNS S/B-N/B ON
HWY 99 & W/B-E/B ON SR 516.
REFER TO THIS SHEET FOR AFFECTED STOPS.
BUSES DO NOT MAKE TURNS AT
INTERSECTION.
CUSTOM
OK
18” x 24”
516
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
4
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEADMATCH SHEET 6R
A
I
S
E
D
C
-
C
U
R
BRAISED ISLAND99
(b)
(b)
(b)
R3-11L
36” x 48” B/W
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
ADDTL. NOTES:
MATCH SHEET 8
POLICE
ALL R3-11L SIGNS PERMANENTLY POSTED SOUTH OF
TEMPORARY R3-11 (mod.) SIGNS SHALL BE COVERED
WHEN R3-11 (mod.) IS USED. (SHOWN ON SHEET 1)
WHEN TEMP. ROAD CONDITION IS NO LONGER VALID,
R3-11L SHALL BE DISPLAYED ON SIGN STAND
TO NOTIFY TRAFFIC THAT HOV LANE HAS
RETURNED TO RESTRICTED LANE CONDITION.
(SHOWN ON THIS SHEET)
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
METRO ROUTE RUNS S/B-N/B ON
HWY 99. NO STOPS AFFECTED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
5
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
W20-1
MATCH SHEE 4Shell Gas Station
23031 Pacific Hwy S
Des Moines, WA 98198
SPEED
LIMIT
35
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
K
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
516
ADDTL. NOTES:
W20-7a
W1-4
ONLYEXISTING PERMANENT SIGN
R
A
I
S
E
D
C
-
C
U
R
B
MP 1.75516
CUSTOM
OK
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
TRAFFIC
REVISION
AHEAD
W20-901
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
MAY OFFSET DRUMS TO CREATE
WIDER TRAVEL LANE. (MIN. 11’
REQUIRED)
See sheet 1 for lane closure hours
start 1st taperend 1st taperstart 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
1st taper end
1st taper start
KENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
MP 1.94516
New Best Inn
23408 30th Ave S
Kent, WA 98032
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
METRO STOP
UNAFFECTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
6
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD MATCH SHEET 7MA TCH SHEET 4
L =
2
9
5
’
METRO STOP
UNAFFECTED
TRA
N
S
I
T
O
N
L
Y
ROAD
WORK
AHEAD
W20-1
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
516
MP 149.17
(OVERPASS)
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
R3-7L
30” x 30”
DO NOT
ENTER
LEFT LANE
MUST
TURN LEFT
METRO ROUTE RUNS W/B ON
SR 516. NO STOPS AFFECTED
ON THIS SHEET
R
A
I
S
E
D
C
-
C
U
R
B
W12-1
LEGEND
WORK AREA(S)
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
ADDTL. NOTES:
See sheet 1 for lane closure hours
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
KENT-DES MOINES RDS 226 ST30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5
RAMP TO S
/BWASHINGTON530 AVE SKENT-DES MOINES RD
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
MP 2.04516
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
516RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RA
M
P
T
O
N
/
B
WA
S
H
I
N
G
T
O
N
5
W4-2L
ROAD
WORK
AHEAD
W20-1
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
Kent-Des Moines Park & Ride
23405 Militar y Rd S
Kent, WA 98032
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
LEGEND
SIGN LOCATION
EXISTING TRAFFIC FLOW
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
7
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
ADDTL. NOTES:
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
METRO ROUTE RUNS W/B ON
SR 516. NO STOPS AFFECTED
ON THIS SHEET MATCH SHEET 6RIGHT LANE
CLOSED
AHEAD
W20-5R
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY end 2nd taper
L/2 = 250’L = 495’Dollar Tree
23406 Pacific Hwy S
Kent, WA 98032
MP 15.3899
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
W1-4
RAISED ISLAND99
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
8
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
MATCH SHEET 4
MATCH SHEET 9 2L = 990’ (cont. from Sheet 9)SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99
W4-2LX = 500’MANDATORY
ALL DRIVEWAYS ON EAST SIDE OF PACIFIC HWY
SHALL BE MAINTAINED WITHIN CLOSURE AREA
IF WORK PERFORMED DURING BUSINESS HOURS.
CONE LINE BREAKS SHALL BE SET UP
FOR ACCESS TO DRIVEWAYS (IF APPLICABLE).
CONE LINE BREAKS SHALL ACT AS
TRANSVERSE CONE TAPERS.
OPTIONAL
CONTRACTOR MAY CLOSE DRIVEWAYS WITH
PROPERTY OWNER PERMISSION IF THERE IS
ALTERNATE DRIVEWAY ACCESS AVAILABLE OR
IF BUSINESS IS CLOSED DURING WORK HOURS.
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper TRANSIT (UNAFFECTED)2nd taper start2nd taper end
1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5 RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RD KENT-DES MOINES RD
S 236 PL
S 240 ST
DRIVEWAY end 2nd taper
Haru Sushi & Teriyaki
23429 Pacific Hwy S
Kent, WA 98032
MP 15.2099
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
W1-4
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
9
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
MANDATORY
ALL DRIVEWAYS ON EAST SIDE OF PACIFIC HWY
SHALL BE MAINTAINED WITHIN CLOSURE AREA
IF WORK PERFORMED DURING BUSINESS HOURS.
CONE LINE BREAKS SHALL BE SET UP
FOR ACCESS TO DRIVEWAYS (IF APPLICABLE).
CONE LINE BREAKS SHALL ACT AS
TRANSVERSE CONE TAPERS.
OPTIONAL
CONTRACTOR MAY CLOSE DRIVEWAYS WITH
PROPERTY OWNER PERMISSION IF THERE IS
ALTERNATE DRIVEWAY ACCESS AVAILABLE OR
IF BUSINESS IS CLOSED DURING WORK HOURS.
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 2L = 990’ (cont. on Sheet 8)MATCH SHEET 10 L = 495’ (cont. from Sheet 10)99
U-TURN LANE
MAINTAINED
MATCH SHEET 8
KEEP
LEFT
R4-7
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper TRANSIT (UNAFFECTED)2nd taper start2nd taper end1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5 RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RD KENT-DES MOINES RDS 236 PL
S 240 ST
DRIVEWAY end 2nd taper
Chevron
23845 Pacific Hwy S
Des Moines, WA 98198
MP 15.0799
W1-4
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
10
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 L = 495’ (cont. on Sheet 9)MATCH SHEET 9
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
DES MOINES/KENT, WA
NOT TO SCALE
99
start 1st taperend 1st taperstart 2nd taperend 2nd taperTRANSIT (UNAFFECTED)2nd taper start2nd taper end1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5N/BWASHINGTON5RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RDKENT-DES MOINES RDS 236 PL
S 240 ST
DRIVEWAYend 2nd taper
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS AFFECTED
ON THIS SHEET
See sheet 1 for lane closure hours
start 1st taper
end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
11
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
W20-1
L =
495’
Verriach Kulwant DDS
22613 Pacific Hwy S
Des Moines, WA 98198
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99
ROAD
WORK
AHEAD
W20-1
MATCH SHEET 12
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99PACIFIC HWY
S
(ONLY S/B
LANES
SHOWN
TH
IS
SHEET)
MP 15.8899
R3-11 (mod.)
36” x 48” B/W
R3-11 PLACED 500’
IN ADVANCE OF
W20-1. SEE (a)
FOR ADDITIONAL
INFORMATION.
R3-11L
36” x 48” B/W
(a)2L =
990’
(cont.
on
Sheet
12)
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
ALL R3-11L SIGNS PERMANENTLY POSTED SOUTH OF
TEMPORARY R3-11 (mod.) SIGNS SHALL BE COVERED
WHEN R3-11 (mod.) IS USED. (SHOWN ON THIS SHEET)
WHEN TEMP. ROAD CONDITION IS NO LONGER VALID,
R3-11L SHALL BE DISPLAYED ON SIGN STAND
TO NOTIFY TRAFFIC THAT HOV LANE HAS
RETURNED TO RESTRICTED LANE CONDITION.
(SHOWN ON SHEET 14)
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W4-2R
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
LEFT
TWO LANES
CLOSED
AHEAD
W20-501
Lane closure hours
Sunday to Thursday - 10:00 pm to 5:00 am
Lane closures may star t at 8 pm. All lanes should reopen by 5:00 am
Maintain all driveway access, Flaggers shall be provided on driveways
within the work zone.
Notify af fected residents and businesses.
Email WSDOT Traf fic five days prior to star t of work. Juan Reyes at
Attach the approved traf fic control plan.reyesj@wsdot.wa.gov
Contact WSDOT Signals five days prior to star t of work-
Rich Loucks (Signal Super visor) (206) 442-2142
Hayden Wong (Signal Engineer) (206) 440-4458
Contact WSDOT inspector to coordinate work five days prior to star t
of work. Rick Johnson (206) 200-8350.
APPLY TO ALL SHEETS
start 1st taper end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
12
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
Sav-On Insurance
22815 Pacific Hwy S
Des Moines, WA 98198
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99
MATCH SHEET 13
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 PACIFIC HWY S (ONLY S/B LANES SHOWN THIS SHEET)ADDTL. NOTES:
MATCH SHEET 11
end 2nd taperL = 495’ (cont. on Sheet 13)X = 500’MP 15.72992L = 990’ (cont. from Sheet 11)APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W4-2R
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 PACIFIC HWY S ADDTL. NOTES:
MP 15.5099
MATCH SHEET 12
MATCH SHEET 14
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
13
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEADL = 495’ (cont. from Sheet 12)NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99R3-501
(mod.)
OK
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
R3-6
30” x 36”
Shell Gas Station
23031 Pacific Hwy S
Des Moines, WA 98198
W20-7a
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
MAY OFFSET DRUMS TO CREATE
WIDER TRAVEL LANE. (MIN. 11’
REQUIRED)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KENT-DES MOINES RDS 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1
MP 1.87516
MA TCH SHEET15MATCH SHEET 13
POLICE
POLICE
W20-7a
Midway Donuts & Gyros
23100 Pacific Hwy S
Des Moines, WA 98198
Sherwin-Williams Paint
23250 Pacific Hwy S
Kent, WA 98032
MP 15.4199
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99
METRO STOP
UNAFFECTED
METRO STOP
SHALL BE
RELOCATED
W20-7a
K
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
CROSSWALK
CLOSED
36” x 24”
R9-3XC
MANDATORY
CROSSWALKS SHALL NOT BE CLOSED CONCURRENTLY.
R9-3XC SIGNS SHALL BE PLACED ACCORDINGLY TO
ALLOW PEDESTRIANS TO SAFELY BYPASS WORK AREA.
(b)
LEGEND
WORK AREA(S)
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
METRO ROUTE RUNS S/B-N/B ON
HWY 99 & W/B-E/B ON SR 516.
REFER TO THIS SHEET FOR AFFECTED STOPS.
BUSES DO NOT MAKE TURNS AT
INTERSECTION.
516
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
14
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEADMATCH SHEET 16R
A
I
S
E
D
C
-
C
U
R
BRAISED ISLAND99
(b)
(b)
(b)
R3-11L
36” x 48” B/W
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
ADDTL. NOTES:
MATCH SHEET 18
EXIT
CLOSED
36” x 24” MANDATORY
PROPERTY OWNER PERMISSION
NEEDED TO CLOSE DRIVEWAY.
ALT. DRIVEWAY AVAILABLE.
(b)
(b)
ALL R3-11L SIGNS PERMANENTLY POSTED SOUTH OF
TEMPORARY R3-11 (mod.) SIGNS SHALL BE COVERED
WHEN R3-11 (mod.) IS USED. (SHOWN ON SHEET 11)
WHEN TEMP. ROAD CONDITION IS NO LONGER VALID,
R3-11L SHALL BE DISPLAYED ON SIGN STAND
TO NOTIFY TRAFFIC THAT HOV LANE HAS
RETURNED TO RESTRICTED LANE CONDITION.
(SHOWN ON THIS SHEET)
W2-401
SIGNAL SHALL FLASH RED-ALL DIRECTIONS
UPO SHALL COUNTERMAND SIGNAL
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICERS)
UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS
WITHIN INTERSECTION
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
METRO ROUTE RUNS S/B-N/B ON
HWY 99. NO STOPS AFFECTED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
15
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
W20-1
MATCH SHEET14Shell Gas Station
23031 Pacific Hwy S
Des Moines, WA 98198
SPEED
LIMIT
35
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
K
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
516
ADDTL. NOTES:
W20-7a
W1-4
ONLYEXISTING PERMANENT SIGN
R
A
I
S
E
D
C
-
C
U
R
B
MP 1.75516
CUSTOM
OK
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
LEGEND
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
TRAFFIC
REVISION
AHEAD
W20-901
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
MAY OFFSET DRUMS TO CREATE
WIDER TRAVEL LANE. (MIN. 11’
REQUIRED)
See sheet 1 for lane closure hours
start 1st taperend 1st taperstart 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
1st taper end
1st taper start
KENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
MP 1.94516
New Best Inn
23408 30th Ave S
Kent, WA 98032
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
METRO STOP
UNAFFECTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
16
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD MATCH SHEET 17MA TCH SHEET 14L =
2
9
5
’
METRO STOP
UNAFFECTED
TRA
N
S
I
T
O
N
L
Y
ROAD
WORK
AHEAD
W20-1
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
516
MP 149.17
(OVERPASS)
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
KEEP
RIGHT
R4-7
18” x 24”
METRO ROUTE RUNS W/B ON
SR 516. NO STOPS AFFECTED
ON THIS SHEET
R
A
I
S
E
D
C
-
C
U
R
B
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
LEGEND
WORK AREA(S)
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
ADDTL. NOTES:
See sheet 1 for lane closure hours
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
KENT-DES MOINES RDS 226 ST30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5
RAMP TO S
/BWASHINGTON530 AVE SKENT-DES MOINES RD
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
MP 2.04516
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
516RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RA
M
P
T
O
N
/
B
WA
S
H
I
N
G
T
O
N
5
W4-2L
ROAD
WORK
AHEAD
W20-1
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
Kent-Des Moines Park & Ride
23405 Militar y Rd S
Kent, WA 98032
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
LEGEND
SIGN LOCATION
EXISTING TRAFFIC FLOW
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
17
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
ADDTL. NOTES:
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
METRO ROUTE RUNS W/B ON
SR 516. NO STOPS AFFECTED
ON THIS SHEET MATCH SHEET 16RIGHT LANE
CLOSED
AHEAD
W20-5R
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY end 2nd taper
L/2 = 250’L = 495’Dollar Tree
23406 Pacific Hwy S
Kent, WA 98032
MP 15.3899
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
W1-4
RAISED ISLAND99
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
18
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
MATCH SHEET 14
MATCH SHEET 19 2L = 990’ (cont. from Sheet 19)SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99
W4-2LX = 500’MANDATORY
ALL DRIVEWAYS ON EAST SIDE OF PACIFIC HWY
SHALL BE MAINTAINED WITHIN CLOSURE AREA
IF WORK PERFORMED DURING BUSINESS HOURS.
CONE LINE BREAKS SHALL BE SET UP
FOR ACCESS TO DRIVEWAYS (IF APPLICABLE).
CONE LINE BREAKS SHALL ACT AS
TRANSVERSE CONE TAPERS.
OPTIONAL
CONTRACTOR MAY CLOSE DRIVEWAYS WITH
PROPERTY OWNER PERMISSION IF THERE IS
ALTERNATE DRIVEWAY ACCESS AVAILABLE OR
IF BUSINESS IS CLOSED DURING WORK HOURS.
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper TRANSIT (UNAFFECTED)2nd taper start2nd taper end
1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5 RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RD KENT-DES MOINES RD
S 236 PL
S 240 ST
DRIVEWAY end 2nd taper
Haru Sushi & Teriyaki
23429 Pacific Hwy S
Kent, WA 98032
MP 15.2099
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
W1-4
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
19
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
MANDATORY
ALL DRIVEWAYS ON EAST SIDE OF PACIFIC HWY
SHALL BE MAINTAINED WITHIN CLOSURE AREA
IF WORK PERFORMED DURING BUSINESS HOURS.
CONE LINE BREAKS SHALL BE SET UP
FOR ACCESS TO DRIVEWAYS (IF APPLICABLE).
CONE LINE BREAKS SHALL ACT AS
TRANSVERSE CONE TAPERS.
OPTIONAL
CONTRACTOR MAY CLOSE DRIVEWAYS WITH
PROPERTY OWNER PERMISSION IF THERE IS
ALTERNATE DRIVEWAY ACCESS AVAILABLE OR
IF BUSINESS IS CLOSED DURING WORK HOURS.
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 2L = 990’ (cont. on Sheet 18)MATCH SHEET 20 L = 495’ (cont. from Sheet 20)99
U-TURN LANE
MAINTAINED
MATCH SHEET 18
KEEP
LEFT
R4-7
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper TRANSIT (UNAFFECTED)2nd taper start2nd taper end1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5 RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RD KENT-DES MOINES RDS 236 PL
S 240 ST
DRIVEWAY end 2nd taper
Chevron
23845 Pacific Hwy S
Des Moines, WA 98198
MP 15.0799
W1-4
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
20
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 L = 495’ (cont. on Sheet 19)MATCH SHEET 19
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
DES MOINES/KENT, WA
NOT TO SCALE
99
start 1st taperend 1st taperstart 2nd taperend 2nd taperTRANSIT (UNAFFECTED)2nd taper start2nd taper end1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5N/BWASHINGTON5RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RDKENT-DES MOINES RDS 236 PL
S 240 ST
DRIVEWAYend 2nd taper
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS AFFECTED
ON THIS SHEET
See sheet 1 for lane closure hours
start 1st taper
end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
21
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
W20-1
L =
495’
Verriach Kulwant DDS
22613 Pacific Hwy S
Des Moines, WA 98198
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99
ROAD
WORK
AHEAD
W20-1
MATCH SHEET 22
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99PACIFIC HWY
S
(ONLY S/B
LANES
SHOWN
TH
IS
SHEET)
MP 15.8899
R3-11 (mod.)
36” x 48” B/W
R3-11 PLACED 500’
IN ADVANCE OF
W20-1. SEE (a)
FOR ADDITIONAL
INFORMATION.
R3-11L
36” x 48” B/W
(a)2L =
990’
(cont.
on
Sheet
22)
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
ALL R3-11L SIGNS PERMANENTLY POSTED SOUTH OF
TEMPORARY R3-11 (mod.) SIGNS SHALL BE COVERED
WHEN R3-11 (mod.) IS USED. (SHOWN ON THIS SHEET)
WHEN TEMP. ROAD CONDITION IS NO LONGER VALID,
R3-11L SHALL BE DISPLAYED ON SIGN STAND
TO NOTIFY TRAFFIC THAT HOV LANE HAS
RETURNED TO RESTRICTED LANE CONDITION.
(SHOWN ON SHEET 24)
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W4-2R
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
LEFT
TWO LANES
CLOSED
AHEAD
W20-501
Lane closure hours
Sunday to Thursday - 10:00 pm to 5:00 am
Lane closures may star t at 8 pm. All lanes should reopen by 5:00 am
Maintain all driveway access, Flaggers shall be provided on driveways
within the work zone.
Notify af fected residents and businesses.
Email WSDOT Traf fic five days prior to star t of work. Juan Reyes at
Attach the approved traf fic control plan.reyesj@wsdot.wa.gov
Contact WSDOT Signals five days prior to star t of work-
Rich Loucks (Signal Super visor) (206) 442-2142
Hayden Wong (Signal Engineer) (206) 440-4458
Contact WSDOT inspector to coordinate work five days prior to star t
of work. Rick Johnson (206) 200-8350.
APPLY TO ALL SHEETS
start 1st taper end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
22
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
Sav-On Insurance
22815 Pacific Hwy S
Des Moines, WA 98198
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99
MATCH SHEET 23
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 PACIFIC HWY S (ONLY S/B LANES SHOWN THIS SHEET)ADDTL. NOTES:
MATCH SHEET 21
end 2nd taperL = 495’ (cont. on Sheet 23)X = 500’MP 15.72992L = 990’ (cont. from Sheet 21)APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W4-2R
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 PACIFIC HWY S ADDTL. NOTES:
MP 15.5099
MATCH SHEET 22
MATCH SHEET 24
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
23
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEADL = 495’ (cont. from Sheet 22)NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99R3-501
(mod.)
OK
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
R3-6
30” x 36”
Shell Gas Station
23031 Pacific Hwy S
Des Moines, WA 98198
W20-7a
start 1st taperend 1st taperstart 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
MAY OFFSET DRUMS TO CREATE
WIDER TRAVEL LANE. (MIN. 11’
REQUIRED)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KENT-DES MOINES RDS 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1
MP 1.87516
MA TCH SHEET 25MATCH SHEET 23
W20-7a
Midway Donuts & Gyros
23100 Pacific Hwy S
Des Moines, WA 98198
Sherwin-Williams Paint
23250 Pacific Hwy S
Kent, WA 98032
MP 15.4199
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99
METRO STOP
UNAFFECTED
METRO STOP
SHALL BE
RELOCATED
W20-7a
K
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
LEGEND
WORK AREA(S)
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
METRO ROUTE RUNS S/B-N/B ON
HWY 99 & W/B-E/B ON SR 516.
REFER TO THIS SHEET FOR AFFECTED STOPS.
BUSES DO NOT MAKE TURNS AT
INTERSECTION.
516
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
24
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEADMATCH SHEET 26R
A
I
S
E
D
C
-
C
U
R
BRAISED ISLAND99
R3-11L
36” x 48” B/W
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
ADDTL. NOTES:
MATCH SHEET 28
ALL R3-11L SIGNS PERMANENTLY POSTED SOUTH OF
TEMPORARY R3-11 (mod.) SIGNS SHALL BE COVERED
WHEN R3-11 (mod.) IS USED. (SHOWN ON SHEET 21)
WHEN TEMP. ROAD CONDITION IS NO LONGER VALID,
R3-11L SHALL BE DISPLAYED ON SIGN STAND
TO NOTIFY TRAFFIC THAT HOV LANE HAS
RETURNED TO RESTRICTED LANE CONDITION.
(SHOWN ON THIS SHEET)
POLICE
POLICE
SIGNAL SHALL FLASH RED-ALL DIRECTIONS
UPO SHALL COUNTERMAND SIGNAL
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICERS)
UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS
WITHIN INTERSECTION
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
METRO ROUTE RUNS S/B-N/B ON
HWY 99. NO STOPS AFFECTED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
25
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
W20-1
MATCH SHEE 24Shell Gas Station
23031 Pacific Hwy S
Des Moines, WA 98198
SPEED
LIMIT
35
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
K
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
516
ADDTL. NOTES:
W20-7a
W1-4
ONLYEXISTING PERMANENT SIGN
R
A
I
S
E
D
C
-
C
U
R
B
MP 1.75516
CUSTOM
OK
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
TRAFFIC
REVISION
AHEAD
W20-901
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
MAY OFFSET DRUMS TO CREATE
WIDER TRAVEL LANE. (MIN. 11’
REQUIRED)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
See sheet 1 for lane closure hours
start 1st taperend 1st taperstart 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
1st taper end
1st taper start
KENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
MP 1.94516
New Best Inn
23408 30th Ave S
Kent, WA 98032
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
METRO STOP
UNAFFECTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
26
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD MATCH SHEET 27MA TCH SHEET 24L =
2
9
5
’
METRO STOP
UNAFFECTED
TRA
N
S
I
T
O
N
L
Y
ROAD
WORK
AHEAD
W20-1
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
516
MP 149.17
(OVERPASS)
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
KEEP
RIGHT
R4-7
18” x 24”
METRO ROUTE RUNS W/B ON
SR 516. NO STOPS AFFECTED
ON THIS SHEET
R
A
I
S
E
D
C
-
C
U
R
B
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
ADDTL. NOTES:
See sheet 1 for lane closure hours
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
KENT-DES MOINES RDS 226 ST30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5
RAMP TO S
/BWASHINGTON530 AVE SKENT-DES MOINES RD
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
MP 2.04516
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
516RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RA
M
P
T
O
N
/
B
WA
S
H
I
N
G
T
O
N
5
W4-2L
ROAD
WORK
AHEAD
W20-1
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
Kent-Des Moines Park & Ride
23405 Militar y Rd S
Kent, WA 98032
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
LEGEND
SIGN LOCATION
EXISTING TRAFFIC FLOW
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
27
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
ADDTL. NOTES:
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
METRO ROUTE RUNS W/B ON
SR 516. NO STOPS AFFECTED
ON THIS SHEET MATCH SHEET 26RIGHT LANE
CLOSED
AHEAD
W20-5R
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY end 2nd taper
L/2 = 250’L = 495’Dollar Tree
23406 Pacific Hwy S
Kent, WA 98032
MP 15.3899
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
W1-4
RAISED ISLAND99
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
28
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
MATCH SHEET 24
MATCH SHEET 29 2L = 990’ (cont. from Sheet 29)SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99
W4-2LX = 500’MANDATORY
ALL DRIVEWAYS ON EAST SIDE OF PACIFIC HWY
SHALL BE MAINTAINED WITHIN CLOSURE AREA
IF WORK PERFORMED DURING BUSINESS HOURS.
CONE LINE BREAKS SHALL BE SET UP
FOR ACCESS TO DRIVEWAYS (IF APPLICABLE).
CONE LINE BREAKS SHALL ACT AS
TRANSVERSE CONE TAPERS.
OPTIONAL
CONTRACTOR MAY CLOSE DRIVEWAYS WITH
PROPERTY OWNER PERMISSION IF THERE IS
ALTERNATE DRIVEWAY ACCESS AVAILABLE OR
IF BUSINESS IS CLOSED DURING WORK HOURS.
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper TRANSIT (UNAFFECTED)2nd taper start2nd taper end
1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5 RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RD KENT-DES MOINES RD
S 236 PL
S 240 ST
DRIVEWAY end 2nd taper
Haru Sushi & Teriyaki
23429 Pacific Hwy S
Kent, WA 98032
MP 15.2099
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
W1-4
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
29
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
MANDATORY
ALL DRIVEWAYS ON EAST SIDE OF PACIFIC HWY
SHALL BE MAINTAINED WITHIN CLOSURE AREA
IF WORK PERFORMED DURING BUSINESS HOURS.
CONE LINE BREAKS SHALL BE SET UP
FOR ACCESS TO DRIVEWAYS (IF APPLICABLE).
CONE LINE BREAKS SHALL ACT AS
TRANSVERSE CONE TAPERS.
OPTIONAL
CONTRACTOR MAY CLOSE DRIVEWAYS WITH
PROPERTY OWNER PERMISSION IF THERE IS
ALTERNATE DRIVEWAY ACCESS AVAILABLE OR
IF BUSINESS IS CLOSED DURING WORK HOURS.
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 2L = 990’ (cont. on Sheet 28)MATCH SHEET 30 L = 495’ (cont. from Sheet 30)99
U-TURN LANE
MAINTAINED
MATCH SHEET 28
KEEP
LEFT
R4-7
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper TRANSIT (UNAFFECTED)2nd taper start2nd taper end1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5 RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RD KENT-DES MOINES RDS 236 PL
S 240 ST
DRIVEWAY end 2nd taper
Chevron
23845 Pacific Hwy S
Des Moines, WA 98198
MP 15.0799
W1-4
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
30
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 L = 495’ (cont. on Sheet 29)MATCH SHEET 29
LEGEND
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
DES MOINES/KENT, WA
NOT TO SCALE
99
start 1st taperend 1st taperstart 2nd taperend 2nd taperTRANSIT (UNAFFECTED)2nd taper start2nd taper end1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5N/BWASHINGTON5RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RDKENT-DES MOINES RDS 236 PL
S 240 ST
DRIVEWAYend 2nd taper
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS AFFECTED
ON THIS SHEET
See sheet 1 for lane closure hours
start 1st taper
end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
31
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
W20-1
L =
495’
Verriach Kulwant DDS
22613 Pacific Hwy S
Des Moines, WA 98198
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99
ROAD
WORK
AHEAD
W20-1
MATCH SHEET 32
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99PACIFIC HWY
S
(ONLY S/B
LANES
SHOWN
TH
IS
SHEET)
MP 15.8899
R3-11 (mod.)
36” x 48” B/W
R3-11 PLACED 500’
IN ADVANCE OF
W20-1. SEE (a)
FOR ADDITIONAL
INFORMATION.
R3-11L
36” x 48” B/W
(a)2L =
990’
(cont.
on
Sheet
32)
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
ALL R3-11L SIGNS PERMANENTLY POSTED SOUTH OF
TEMPORARY R3-11 (mod.) SIGNS SHALL BE COVERED
WHEN R3-11 (mod.) IS USED. (SHOWN ON THIS SHEET)
WHEN TEMP. ROAD CONDITION IS NO LONGER VALID,
R3-11L SHALL BE DISPLAYED ON SIGN STAND
TO NOTIFY TRAFFIC THAT HOV LANE HAS
RETURNED TO RESTRICTED LANE CONDITION.
(SHOWN ON SHEET 34)
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W4-2R
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
LEFT
TWO LANES
CLOSED
AHEAD
W20-501
Lane closure hours
Sunday to Thursday - 10:00 pm to 5:00 am
Lane closures may star t at 8 pm. All lanes should reopen by 5:00 am
Maintain all driveway access, Flaggers shall be provided on driveways
within the work zone.
Notify af fected residents and businesses.
Email WSDOT Traf fic five days prior to star t of work. Juan Reyes at
Attach the approved traf fic control plan.reyesj@wsdot.wa.gov
Contact WSDOT Signals five days prior to star t of work-
Rich Loucks (Signal Super visor) (206) 442-2142
Hayden Wong (Signal Engineer) (206) 440-4458
Contact WSDOT inspector to coordinate work five days prior to star t
of work. Rick Johnson (206) 200-8350.
APPLY TO ALL SHEETS
start 1st taper end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
32
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
Sav-On Insurance
22815 Pacific Hwy S
Des Moines, WA 98198
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99
MATCH SHEET 33
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 PACIFIC HWY S (ONLY S/B LANES SHOWN THIS SHEET)ADDTL. NOTES:
MATCH SHEET 31
end 2nd taperL = 495’ (cont. on Sheet 33)X = 500’MP 15.72992L = 990’ (cont. from Sheet 31)APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W4-2R
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 PACIFIC HWY S ADDTL. NOTES:
MP 15.5099
MATCH SHEET 32
MATCH SHEET 34
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
33
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEADL = 495’ (cont. from Sheet 32)NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99R3-501
(mod.)
OK
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
R3-6
30” x 36”
Shell Gas Station
23031 Pacific Hwy S
Des Moines, WA 98198
W20-7a
start 1st taperend 1st taperstart 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
MAY OFFSET DRUMS TO CREATE
WIDER TRAVEL LANE. (MIN. 11’
REQUIRED)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KENT-DES MOINES RDS 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1
MP 1.87516
MA TCH SHEET 35MATCH SHEET 33
W20-7a
Midway Donuts & Gyros
23100 Pacific Hwy S
Des Moines, WA 98198
Sherwin-Williams Paint
23250 Pacific Hwy S
Kent, WA 98032
MP 15.4199
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99
METRO STOP
UNAFFECTED
METRO STOP
SHALL BE
RELOCATED
W20-7a
K
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
LEGEND
WORK AREA(S)
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
METRO ROUTE RUNS S/B-N/B ON
HWY 99 & W/B-E/B ON SR 516.
REFER TO THIS SHEET FOR AFFECTED STOPS.
BUSES DO NOT MAKE TURNS AT
INTERSECTION.
516
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
34
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEADMATCH SHEET 36R
A
I
S
E
D
C
-
C
U
R
BRAISED ISLAND99
R3-11L
36” x 48” B/W
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
ADDTL. NOTES:
MATCH SHEET 38
ALL R3-11L SIGNS PERMANENTLY POSTED SOUTH OF
TEMPORARY R3-11 (mod.) SIGNS SHALL BE COVERED
WHEN R3-11 (mod.) IS USED. (SHOWN ON SHEET 31)
WHEN TEMP. ROAD CONDITION IS NO LONGER VALID,
R3-11L SHALL BE DISPLAYED ON SIGN STAND
TO NOTIFY TRAFFIC THAT HOV LANE HAS
RETURNED TO RESTRICTED LANE CONDITION.
(SHOWN ON THIS SHEET)
POLICE
POLICE
start 1st taperend 1st taperstart 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KENT-DES MOINES RDS 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
2nd taper end
KENT-DES MOINES RD
30 AVE S30 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
DRIVEWAY
R3-6
30” x 36”
SIGNAL SHALL FLASH RED-ALL DIRECTIONS
UPO SHALL COUNTERMAND SIGNAL
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICERS)
UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS
WITHIN INTERSECTION
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
METRO ROUTE RUNS S/B-N/B ON
HWY 99. NO STOPS AFFECTED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
35
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
W20-1
MATCH SHEE 34Shell Gas Station
23031 Pacific Hwy S
Des Moines, WA 98198
SPEED
LIMIT
35
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
K
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
516
ADDTL. NOTES:
W20-7a
W1-4
ONLYEXISTING PERMANENT SIGN
R
A
I
S
E
D
C
-
C
U
R
B
MP 1.75516
CUSTOM
OK
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
TRAFFIC
REVISION
AHEAD
W20-901
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
MAY OFFSET DRUMS TO CREATE
WIDER TRAVEL LANE. (MIN. 11’
REQUIRED)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
See sheet 1 for lane closure hours
start 1st taperend 1st taperstart 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
1st taper end
1st taper start
KENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
MP 1.94516
New Best Inn
23408 30th Ave S
Kent, WA 98032
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
METRO STOP
UNAFFECTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
36
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD MATCH SHEET 37MA TCH SHEET 34
L =
2
9
5
’
METRO STOP
UNAFFECTED
TRA
N
S
I
T
O
N
L
Y
ROAD
WORK
AHEAD
W20-1
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
516
MP 149.17
(OVERPASS)
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
METRO ROUTE RUNS W/B ON
SR 516. NO STOPS AFFECTED
ON THIS SHEET
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
R
A
I
S
E
D
C
-
C
U
R
B
W12-1
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
THROUGH
TRAFFIC
KEEP LEFT
CUSTOM
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
ADDTL. NOTES:
See sheet 1 for lane closure hours
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
KENT-DES MOINES RDS 226 ST30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5
RAMP TO S
/BWASHINGTON530 AVE SKENT-DES MOINES RD
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
MP 2.04516
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
516RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RA
M
P
T
O
N
/
B
WA
S
H
I
N
G
T
O
N
5
W4-2L
ROAD
WORK
AHEAD
W20-1
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
Kent-Des Moines Park & Ride
23405 Militar y Rd S
Kent, WA 98032
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
LEGEND
SIGN LOCATION
EXISTING TRAFFIC FLOW
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
37
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
ADDTL. NOTES:
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
METRO ROUTE RUNS W/B ON
SR 516. NO STOPS AFFECTED
ON THIS SHEET MATCH SHEET 36RIGHT LANE
CLOSED
AHEAD
W20-5R
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY end 2nd taper
L/2 = 250’L = 495’Dollar Tree
23406 Pacific Hwy S
Kent, WA 98032
MP 15.3899
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
W1-4
RAISED ISLAND99
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
38
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
MATCH SHEET 34
MATCH SHEET 39 2L = 990’ (cont. from Sheet 39)SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99
W4-2LX = 500’MANDATORY
ALL DRIVEWAYS ON EAST SIDE OF PACIFIC HWY
SHALL BE MAINTAINED WITHIN CLOSURE AREA
IF WORK PERFORMED DURING BUSINESS HOURS.
CONE LINE BREAKS SHALL BE SET UP
FOR ACCESS TO DRIVEWAYS (IF APPLICABLE).
CONE LINE BREAKS SHALL ACT AS
TRANSVERSE CONE TAPERS.
OPTIONAL
CONTRACTOR MAY CLOSE DRIVEWAYS WITH
PROPERTY OWNER PERMISSION IF THERE IS
ALTERNATE DRIVEWAY ACCESS AVAILABLE OR
IF BUSINESS IS CLOSED DURING WORK HOURS.
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper TRANSIT (UNAFFECTED)2nd taper start2nd taper end
1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5 RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RD KENT-DES MOINES RD
S 236 PL
S 240 ST
DRIVEWAY end 2nd taper
Haru Sushi & Teriyaki
23429 Pacific Hwy S
Kent, WA 98032
MP 15.2099
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
W1-4
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
39
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
MANDATORY
ALL DRIVEWAYS ON EAST SIDE OF PACIFIC HWY
SHALL BE MAINTAINED WITHIN CLOSURE AREA
IF WORK PERFORMED DURING BUSINESS HOURS.
CONE LINE BREAKS SHALL BE SET UP
FOR ACCESS TO DRIVEWAYS (IF APPLICABLE).
CONE LINE BREAKS SHALL ACT AS
TRANSVERSE CONE TAPERS.
OPTIONAL
CONTRACTOR MAY CLOSE DRIVEWAYS WITH
PROPERTY OWNER PERMISSION IF THERE IS
ALTERNATE DRIVEWAY ACCESS AVAILABLE OR
IF BUSINESS IS CLOSED DURING WORK HOURS.
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 2L = 990’ (cont. on Sheet 38)MATCH SHEET 40 L = 495’ (cont. from Sheet 40)99
U-TURN LANE
MAINTAINED
MATCH SHEET 38
KEEP
LEFT
R4-7
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper TRANSIT (UNAFFECTED)2nd taper start2nd taper end1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5 RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RD KENT-DES MOINES RDS 236 PL
S 240 ST
DRIVEWAY end 2nd taper
Chevron
23845 Pacific Hwy S
Des Moines, WA 98198
MP 15.0799
W1-4
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
40
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 L = 495’ (cont. on Sheet 39)MATCH SHEET 39
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
DES MOINES/KENT, WA
NOT TO SCALE
99
start 1st taperend 1st taperstart 2nd taperend 2nd taperTRANSIT (UNAFFECTED)2nd taper start2nd taper end1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5N/BWASHINGTON5RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RDKENT-DES MOINES RDS 236 PL
S 240 ST
DRIVEWAYend 2nd taper
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS AFFECTED
ON THIS SHEET
See sheet 1 for lane closure hours
start 1st taper
end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
41
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
W20-1
L =
495’
Verriach Kulwant DDS
22613 Pacific Hwy S
Des Moines, WA 98198
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99
ROAD
WORK
AHEAD
W20-1
MATCH SHEET 42
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99PACIFIC HWY
S
(ONLY S/B
LANES
SHOWN
TH
IS
SHEET)
MP 15.8899
R3-11 (mod.)
36” x 48” B/W
R3-11 PLACED 500’
IN ADVANCE OF
W20-1. SEE (a)
FOR ADDITIONAL
INFORMATION.
R3-11L
36” x 48” B/W
(a)2L =
990’
(cont.
on
Sheet
42)
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
ALL R3-11L SIGNS PERMANENTLY POSTED SOUTH OF
TEMPORARY R3-11 (mod.) SIGNS SHALL BE COVERED
WHEN R3-11 (mod.) IS USED. (SHOWN ON THIS SHEET)
WHEN TEMP. ROAD CONDITION IS NO LONGER VALID,
R3-11L SHALL BE DISPLAYED ON SIGN STAND
TO NOTIFY TRAFFIC THAT HOV LANE HAS
RETURNED TO RESTRICTED LANE CONDITION.
(SHOWN ON SHEET 44)
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W4-2R
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
Lane closure hours
Sunday to Thursday - 10:00 pm to 5:00 am
Lane closures may star t at 8 pm. All lanes should reopen by 5:00 am
Maintain all driveway access, Flaggers shall be provided on driveways
within the work zone.
Notify af fected residents and businesses.
Email WSDOT Traf fic five days prior to star t of work. Juan Reyes at
Attach the approved traf fic control plan.reyesj@wsdot.wa.gov
Contact WSDOT Signals five days prior to star t of work-
Rich Loucks (Signal Super visor) (206) 442-2142
Hayden Wong (Signal Engineer) (206) 440-4458
Contact WSDOT inspector to coordinate work five days prior to star t
of work. Rick Johnson (206) 200-8350.
APPLY TO ALL SHEETS
LEFT
TWO LANES
CLOSED
AHEAD
W20-501
start 1st taper end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
42
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
Sav-On Insurance
22815 Pacific Hwy S
Des Moines, WA 98198
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99
MATCH SHEET 43
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 PACIFIC HWY S (ONLY S/B LANES SHOWN THIS SHEET)ADDTL. NOTES:
MATCH SHEET 41
end 2nd taperL = 495’ (cont. on Sheet 43)X = 500’MP 15.72992L = 990’ (cont. from Sheet 41)APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W4-2R
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 PACIFIC HWY S ADDTL. NOTES:
MP 15.5099
MATCH SHEET 42
MATCH SHEET 44
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
43
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEADL = 495’ (cont. from Sheet 42)NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99R3-501
(mod.)
OK
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
R3-6
30” x 36”
Shell Gas Station
23031 Pacific Hwy S
Des Moines, WA 98198
W20-7a
start 1st taperend 1st taperstart 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
LEGEND
WORK AREA(S)
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
MAY OFFSET DRUMS TO CREATE
WIDER TRAVEL LANE. (MIN. 11’
REQUIRED)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KENT-DES MOINES RDS 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1
MP 1.87516
MA TCH SHEET 45MATCH SHEET 43
W20-7a
Midway Donuts & Gyros
23100 Pacific Hwy S
Des Moines, WA 98198
Sherwin-Williams Paint
23250 Pacific Hwy S
Kent, WA 98032
MP 15.4199
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99
METRO STOP
UNAFFECTED
METRO STOP
SHALL BE
RELOCATED
W20-7a
K
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
LEGEND
WORK AREA(S)
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
METRO ROUTE RUNS S/B-N/B ON
HWY 99 & W/B-E/B ON SR 516.
REFER TO THIS SHEET FOR AFFECTED STOPS.
BUSES DO NOT MAKE TURNS AT
INTERSECTION.
516
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
44
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEADMATCH SHEET 46R
A
I
S
E
D
C
-
C
U
R
BRAISED ISLAND99
R3-11L
36” x 48” B/W
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
ADDTL. NOTES:
MATCH SHEET 48
ALL R3-11L SIGNS PERMANENTLY POSTED SOUTH OF
TEMPORARY R3-11 (mod.) SIGNS SHALL BE COVERED
WHEN R3-11 (mod.) IS USED. (SHOWN ON SHEET 41)
WHEN TEMP. ROAD CONDITION IS NO LONGER VALID,
R3-11L SHALL BE DISPLAYED ON SIGN STAND
TO NOTIFY TRAFFIC THAT HOV LANE HAS
RETURNED TO RESTRICTED LANE CONDITION.
(SHOWN ON THIS SHEET)
POLICE
POLICE
48” x 30”
R11-2
ROAD
CLOSED
SIGNAL SHALL FLASH RED-ALL DIRECTIONS
UPO SHALL COUNTERMAND SIGNAL
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICERS)
UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS
WITHIN INTERSECTION
W2-401
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
METRO ROUTE RUNS S/B-N/B ON
HWY 99. NO STOPS AFFECTED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
45
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
LEFT
TURN LANE
CLOSED
AHEAD
ROAD
WORK
AHEAD
W20-1
MATCH SHEE 44Shell Gas Station
23031 Pacific Hwy S
Des Moines, WA 98198
SPEED
LIMIT
35
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
K
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
516
ADDTL. NOTES:
W20-7a
W1-4
ONLYEXISTING PERMANENT SIGN
R
A
I
S
E
D
C
-
C
U
R
B
MP 1.75516
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
R3-6
30” x 36”
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
MAY OFFSET DRUMS TO CREATE
WIDER TRAVEL LANE. (MIN. 11’
REQUIRED)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
See sheet 1 for lane closure hours
start 1st taperend 1st taperstart 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
1st taper end
1st taper start
KENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
MP 1.94516
New Best Inn
23408 30th Ave S
Kent, WA 98032
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
METRO STOP
UNAFFECTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
46
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD MATCH SHEET 47MA TCH SHEET 44
L =
2
9
5
’
METRO STOP
UNAFFECTED
TRA
N
S
I
T
O
N
L
Y
ROAD
WORK
AHEAD
W20-1
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
516
MP 149.17
(OVERPASS)
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
METRO ROUTE RUNS W/B ON
SR 516. NO STOPS AFFECTED
ON THIS SHEET
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
KEEP
RIGHT
R4-7
18” x 24”
R
A
I
S
E
D
C
-
C
U
R
B
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
ADDTL. NOTES:
See sheet 1 for lane closure hours
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
KENT-DES MOINES RDS 226 ST30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5
RAMP TO S
/BWASHINGTON530 AVE SKENT-DES MOINES RD
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
MP 2.04516
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
516RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RA
M
P
T
O
N
/
B
WA
S
H
I
N
G
T
O
N
5
W4-2L
ROAD
WORK
AHEAD
W20-1
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
Kent-Des Moines Park & Ride
23405 Militar y Rd S
Kent, WA 98032
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
LEGEND
SIGN LOCATION
EXISTING TRAFFIC FLOW
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
47
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
ADDTL. NOTES:
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
METRO ROUTE RUNS W/B ON
SR 516. NO STOPS AFFECTED
ON THIS SHEET MATCH SHEET 46RIGHT LANE
CLOSED
AHEAD
W20-5R
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY end 2nd taper
L/2 = 250’L = 495’Dollar Tree
23406 Pacific Hwy S
Kent, WA 98032
MP 15.3899
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
W1-4
RAISED ISLAND99
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
48
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
LEGEND
TRAFFIC DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
MATCH SHEET 44
MATCH SHEET 49 2L = 990’ (cont. from Sheet 49)SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99
W4-2LX = 500’MANDATORY
ALL DRIVEWAYS ON EAST SIDE OF PACIFIC HWY
SHALL BE MAINTAINED WITHIN CLOSURE AREA
IF WORK PERFORMED DURING BUSINESS HOURS.
CONE LINE BREAKS SHALL BE SET UP
FOR ACCESS TO DRIVEWAYS (IF APPLICABLE).
CONE LINE BREAKS SHALL ACT AS
TRANSVERSE CONE TAPERS.
OPTIONAL
CONTRACTOR MAY CLOSE DRIVEWAYS WITH
PROPERTY OWNER PERMISSION IF THERE IS
ALTERNATE DRIVEWAY ACCESS AVAILABLE OR
IF BUSINESS IS CLOSED DURING WORK HOURS.
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper TRANSIT (UNAFFECTED)2nd taper start2nd taper end
1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5 RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RD KENT-DES MOINES RD
S 236 PL
S 240 ST
DRIVEWAY end 2nd taper
Haru Sushi & Teriyaki
23429 Pacific Hwy S
Kent, WA 98032
MP 15.2099
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
W1-4
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
49
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
LEGEND
TRAFFIC DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
MANDATORY
ALL DRIVEWAYS ON EAST SIDE OF PACIFIC HWY
SHALL BE MAINTAINED WITHIN CLOSURE AREA
IF WORK PERFORMED DURING BUSINESS HOURS.
CONE LINE BREAKS SHALL BE SET UP
FOR ACCESS TO DRIVEWAYS (IF APPLICABLE).
CONE LINE BREAKS SHALL ACT AS
TRANSVERSE CONE TAPERS.
OPTIONAL
CONTRACTOR MAY CLOSE DRIVEWAYS WITH
PROPERTY OWNER PERMISSION IF THERE IS
ALTERNATE DRIVEWAY ACCESS AVAILABLE OR
IF BUSINESS IS CLOSED DURING WORK HOURS.
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 2L = 990’ (cont. on Sheet 48)MATCH SHEET 50 L = 495’ (cont. from Sheet 50)99
U-TURN LANE
MAINTAINED
MATCH SHEET 48
KEEP
LEFT
R4-7
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper TRANSIT (UNAFFECTED)2nd taper start2nd taper end1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5 RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RD KENT-DES MOINES RDS 236 PL
S 240 ST
DRIVEWAY end 2nd taper
Chevron
23845 Pacific Hwy S
Des Moines, WA 98198
MP 15.0799
W1-4
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
50
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 L = 495’ (cont. on Sheet 49)MATCH SHEET 49
LEGEND
TRAFFIC DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
DES MOINES/KENT, WA
NOT TO SCALE
99
start 1st taperend 1st taperstart 2nd taperend 2nd taperTRANSIT (UNAFFECTED)2nd taper start2nd taper end1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5N/BWASHINGTON5RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RDKENT-DES MOINES RDS 236 PL
S 240 ST
DRIVEWAYend 2nd taper
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS AFFECTED
ON THIS SHEET
See sheet 1 for lane closure hours
start 1st taper
end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
51
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
W20-1
L =
495’
Verriach Kulwant DDS
22613 Pacific Hwy S
Des Moines, WA 98198
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99
ROAD
WORK
AHEAD
W20-1
MATCH SHEET 52
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99PACIFIC HWY
S
(ONLY S/B
LANES
SHOWN
TH
IS
SHEET)
MP 15.8899
R3-11 (mod.)
36” x 48” B/W
R3-11 PLACED 500’
IN ADVANCE OF
W20-1. SEE (a)
FOR ADDITIONAL
INFORMATION.
R3-11L
36” x 48” B/W
(a)2L =
990’
(cont.
on
Sheet
52)
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
ALL R3-11L SIGNS PERMANENTLY POSTED SOUTH OF
TEMPORARY R3-11 (mod.) SIGNS SHALL BE COVERED
WHEN R3-11 (mod.) IS USED. (SHOWN ON THIS SHEET)
WHEN TEMP. ROAD CONDITION IS NO LONGER VALID,
R3-11L SHALL BE DISPLAYED ON SIGN STAND
TO NOTIFY TRAFFIC THAT HOV LANE HAS
RETURNED TO RESTRICTED LANE CONDITION.
(SHOWN ON SHEET 54)
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W4-2R
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
Lane closure hours
Sunday to Thursday - 10:00 pm to 5:00 am
Lane closures may star t at 8 pm. All lanes should reopen by 5:00 am
Maintain all driveway access, Flaggers shall be provided on driveways
within the work zone.
Notify af fected residents and businesses.
Email WSDOT Traf fic five days prior to star t of work. Juan Reyes at
Attach the approved traf fic control plan.reyesj@wsdot.wa.gov
Contact WSDOT Signals five days prior to star t of work-
Rich Loucks (Signal Super visor) (206) 442-2142
Hayden Wong (Signal Engineer) (206) 440-4458
Contact WSDOT inspector to coordinate work five days prior to star t
of work. Rick Johnson (206) 200-8350.
APPLY TO ALL SHEETS
LEFT
TWO LANES
CLOSED
AHEAD
W20-501
start 1st taper end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
52
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
Sav-On Insurance
22815 Pacific Hwy S
Des Moines, WA 98198
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99
MATCH SHEET 53
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 PACIFIC HWY S (ONLY S/B LANES SHOWN THIS SHEET)ADDTL. NOTES:
MATCH SHEET 51
end 2nd taperL = 495’ (cont. on Sheet 53)X = 500’MP 15.72992L = 990’ (cont. from Sheet 51)APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W4-2R
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper
start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
TRAFFIC CONTROL PLAN
DES MOINES, WA
NOT TO SCALE
METRO ROUTE RUNS S/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 PACIFIC HWY S ADDTL. NOTES:
MP 15.5099
MATCH SHEET 52
MATCH SHEET 54
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
53
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEADL = 495’ (cont. from Sheet 52)NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
99R3-501
(mod.)
OK
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
Shell Gas Station
23031 Pacific Hwy S
Des Moines, WA 98198
W20-7a
LEGEND
WORK AREA(S)
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
MAY OFFSET DRUMS TO CREATE
WIDER TRAVEL LANE. (MIN. 11’
REQUIRED)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KENT-DES MOINES RDS 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1
MP 1.87516
MA TCH SHEET 55MATCH SHEET 53
W20-7a
Midway Donuts & Gyros
23100 Pacific Hwy S
Des Moines, WA 98198
Sherwin-Williams Paint
23250 Pacific Hwy S
Kent, WA 98032
MP 15.4199
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99
METRO STOP
UNAFFECTED
METRO STOP
SHALL BE
RELOCATED
W20-7a
K
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
LEGEND
WORK AREA(S)
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
METRO ROUTE RUNS S/B-N/B ON
HWY 99 & W/B-E/B ON SR 516.
REFER TO THIS SHEET FOR AFFECTED STOPS.
BUSES DO NOT MAKE TURNS AT
INTERSECTION.
516
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
54
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEADMATCH SHEET 56R
A
I
S
E
D
C
-
C
U
R
BRAISED ISLAND99
R3-11L
36” x 48” B/W
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
ADDTL. NOTES:
MATCH SHEET 58
ALL R3-11L SIGNS PERMANENTLY POSTED SOUTH OF
TEMPORARY R3-11 (mod.) SIGNS SHALL BE COVERED
WHEN R3-11 (mod.) IS USED. (SHOWN ON SHEET 41)
WHEN TEMP. ROAD CONDITION IS NO LONGER VALID,
R3-11L SHALL BE DISPLAYED ON SIGN STAND
TO NOTIFY TRAFFIC THAT HOV LANE HAS
RETURNED TO RESTRICTED LANE CONDITION.
(SHOWN ON THIS SHEET)
end 2nd taper
2nd taper end30 AVE S30 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
DRIVEWAY
W2-401
POLICE
POLICE
SIGNAL SHALL FLASH RED-ALL DIRECTIONS
UPO SHALL COUNTERMAND SIGNAL
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICERS)
UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS
WITHIN INTERSECTION
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
KEEP
RIGHT
R4-7
18” x 24”
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taper
end 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 226 ST
30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
METRO ROUTE RUNS S/B-N/B ON
HWY 99. NO STOPS AFFECTED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
55
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
W20-1
MATCH SHEE 54Shell Gas Station
23031 Pacific Hwy S
Des Moines, WA 98198
SPEED
LIMIT
35
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
K
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
516
ADDTL. NOTES:
W20-7a
W1-4
ONLYEXISTING PERMANENT SIGN
R
A
I
S
E
D
C
-
C
U
R
B
MP 1.75516
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
TRAFFIC
REVISION
AHEAD
W20-901
THROUGH
TRAFFIC
KEEP LEFT
CUSTOM
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
MAY OFFSET DRUMS TO CREATE
WIDER TRAVEL LANE. (MIN. 11’
REQUIRED)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
See sheet 1 for lane closure hours
start 1st taperend 1st taperstart 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
1st taper end
1st taper start
KENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
end 2nd taper
MP 1.94516
New Best Inn
23408 30th Ave S
Kent, WA 98032
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
METRO STOP
UNAFFECTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
56
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD MATCH SHEET 57MA TCH SHEET 54L =
2
9
5
’
METRO STOP
UNAFFECTED
TRA
N
S
I
T
O
N
L
Y
ROAD
WORK
AHEAD
W20-1
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
516
MP 149.17
(OVERPASS)
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
METRO ROUTE RUNS W/B ON
SR 516. NO STOPS AFFECTED
ON THIS SHEET
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
end 2nd taper
2nd taper end30 AVE S30 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
DRIVEWAY
KEEP
RIGHT
R4-7
18” x 24”
R
A
I
S
E
D
C
-
C
U
R
B
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
ADDTL. NOTES:
See sheet 1 for lane closure hours
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
KENT-DES MOINES RDS 226 ST30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5
RAMP TO S
/BWASHINGTON530 AVE SKENT-DES MOINES RD
KE
N
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY
MP 2.04516
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
516RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RA
M
P
T
O
N
/
B
WA
S
H
I
N
G
T
O
N
5
W4-2L
ROAD
WORK
AHEAD
W20-1
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
Kent-Des Moines Park & Ride
23405 Militar y Rd S
Kent, WA 98032
SPEED
LIMIT
40
POSTED SPEED LIMIT
ON KENT-DES MOINES RD
LEGEND
SIGN LOCATION
EXISTING TRAFFIC FLOW
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
57
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
ADDTL. NOTES:
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
METRO ROUTE RUNS W/B ON
SR 516. NO STOPS AFFECTED
ON THIS SHEET MATCH SHEET 56RIGHT LANE
CLOSED
AHEAD
W20-5R
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper
TRA
N
S
I
T
(
U
N
AFF
E
C
T
E
D
)
2nd taper start
2nd taper end
1st taper end
1st taper start
1st taper start
KENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/B
WASHINGTON
5
N/B
WASHINGTON
5
RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S
/BWASHINGTON530 AVE SK
E
N
T
-
D
E
S
M
O
I
N
E
S
R
D
KEN
T
-DE
S
M
O
I
N
E
S
R
D
S 236 PL
S 240 ST
DRIVEWAY end 2nd taper
L = 495’Dollar Tree
23406 Pacific Hwy S
Kent, WA 98032
MP 15.3899
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED RAISED ISLAND99
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
58
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
MATCH SHEET 54
MATCH SHEET 59 2L = 990’ (cont. from Sheet 59)SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99
W4-2LX = 500’MANDATORY
ALL DRIVEWAYS ON EAST SIDE OF PACIFIC HWY
SHALL BE MAINTAINED WITHIN CLOSURE AREA
IF WORK PERFORMED DURING BUSINESS HOURS.
CONE LINE BREAKS SHALL BE SET UP
FOR ACCESS TO DRIVEWAYS (IF APPLICABLE).
CONE LINE BREAKS SHALL ACT AS
TRANSVERSE CONE TAPERS.
OPTIONAL
CONTRACTOR MAY CLOSE DRIVEWAYS WITH
PROPERTY OWNER PERMISSION IF THERE IS
ALTERNATE DRIVEWAY ACCESS AVAILABLE OR
IF BUSINESS IS CLOSED DURING WORK HOURS.
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper TRANSIT (UNAFFECTED)2nd taper start2nd taper end
1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5 RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RD KENT-DES MOINES RD
S 236 PL
S 240 ST
DRIVEWAY end 2nd taper
Haru Sushi & Teriyaki
23429 Pacific Hwy S
Kent, WA 98032
MP 15.2099
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
W1-4
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
59
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
MANDATORY
ALL DRIVEWAYS ON EAST SIDE OF PACIFIC HWY
SHALL BE MAINTAINED WITHIN CLOSURE AREA
IF WORK PERFORMED DURING BUSINESS HOURS.
CONE LINE BREAKS SHALL BE SET UP
FOR ACCESS TO DRIVEWAYS (IF APPLICABLE).
CONE LINE BREAKS SHALL ACT AS
TRANSVERSE CONE TAPERS.
OPTIONAL
CONTRACTOR MAY CLOSE DRIVEWAYS WITH
PROPERTY OWNER PERMISSION IF THERE IS
ALTERNATE DRIVEWAY ACCESS AVAILABLE OR
IF BUSINESS IS CLOSED DURING WORK HOURS.
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS LOCATED
ON THIS SHEET
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 2L = 990’ (cont. on Sheet 58)MATCH SHEET 60 L = 495’ (cont. from Sheet 60)99
U-TURN LANE
MAINTAINED
MATCH SHEET 58
KEEP
LEFT
R4-7
18” x 24”
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
See sheet 1 for lane closure hours
start 1st taper end 1st taper start 2nd taperend 2nd taper TRANSIT (UNAFFECTED)2nd taper start2nd taper end1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST 30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5 N/BWASHINGTON5 RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RD KENT-DES MOINES RDS 236 PL
S 240 ST
DRIVEWAY end 2nd taper
Chevron
23845 Pacific Hwy S
Des Moines, WA 98198
MP 15.0799
W1-4
ADDTL. NOTES:
SUPERVISOR
PHONE NUMBER (office)
2/13/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
60
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
SPEED
LIMIT
45
POSTED SPEED LIMIT
ON HWY 99 L = 495’ (cont. on Sheet 59)MATCH SHEET 59
LEGEND
STANDARD DRUM
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
DES MOINES/KENT, WA
NOT TO SCALE
99
start 1st taperend 1st taperstart 2nd taperend 2nd taperTRANSIT (UNAFFECTED)2nd taper start2nd taper end1st taper end
1st taper start
1st taper startKENT-DES MOINES RDS 226 ST30 AVE SRAMP FROM S/BWASHINGTON5S/BWASHINGTON5N/BWASHINGTON5RAMP FROM N/BWASHINGTON5RAMP TO N/BWASHINGTON5RAMP TO S/BWASHINGTON530 AVE SKENT-DES MOINES RDKENT-DES MOINES RDS 236 PL
S 240 ST
DRIVEWAYend 2nd taper
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
APPROVED AS NOTED
WSDOT - NW REGION
TRAFFIC OPERATIONS
MANDATORY
Contact WSDOT NW Region Radio
approx. 5 min. prior to start of
closure and again immediately after
opening ROW.
206-440-4490
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF
ROAD WORK () 5 BUSINESS DAYS: 206-477-1140.MANDATORY
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD DRUMS w/ TYPE C
LIGHT ATTACHED (see TABLE (1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STANDARD TRAFFIC DRUM
W/ *TYPE C LIGHT
(*REQUIRED FOR NIGHT WORK)
**ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
**PLACEMENT OF ADVANCE WARNING SIGNS
SHOWN ON THIS SHEET DO NOT ACCURATELY
REFLECT THE ACTUAL PLACEMENT LOCATION
IN RELATIONSHIP TO REQUIRED SPACING DISTANCES.
METRO ROUTE RUNS N/B ON
HWY 99. NO STOPS AFFECTED
ON THIS SHEET
See sheet 1 for lane closure hours
2020 Plastic Markings/Singh A - 6 March 30, 2020
Project Number: 20-3011.2
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: 04/14/2020
County Trade Job Classification Wage HolidayOvertime Note
*Risk
Class
King Asbestos Abatement Workers Journey Level $50.86 5D 1H View
King Boilermakers Journey Level $69.29 5N 1C View
King Brick Mason Journey Level $58.82 5A 1M View
King Brick Mason Pointer-Caulker-Cleaner $58.82 5A 1M View
King Building Service Employees Janitor $25.58 5S 2F View
King Building Service Employees Traveling Waxer/Shampooer $26.03 5S 2F View
King Building Service Employees Window Cleaner (Non-Scaffold) $29.33 5S 2F View
King Building Service Employees Window Cleaner (Scaffold) $30.33 5S 2F View
King Cabinet Makers (In Shop)Journey Level $22.74 1 View
King Carpenters Acoustical Worker $62.44 7A 4C View
King Carpenters Carpenter $62.44 7A 4C View
King Carpenters Carpenters on Stationary Tools $62.57 7A 4C View
King Carpenters Creosoted Material $62.54 7A 4C View
King Carpenters Floor Finisher $62.44 7A 4C View
King Carpenters Floor Layer $62.44 7A 4C View
King Carpenters Scaffold Erector $62.44 7A 4C View
King Cement Masons Application of all Composition
Mastic
$62.97 7A 4U View
King Cement Masons Application of all Epoxy Material $62.47 7A 4U View
King Cement Masons Application of all Plastic Material $62.97 7A 4U View
King Cement Masons Application of Sealing Compound $62.47 7A 4U View
King Cement Masons Application of Underlayment $62.97 7A 4U View
King Cement Masons Building General $62.47 7A 4U View
King Cement Masons Composition or Kalman Floors $62.97 7A 4U View
King Cement Masons Concrete Paving $62.47 7A 4U View
King Cement Masons Curb & Gutter Machine $62.97 7A 4U View
King Cement Masons Curb & Gutter, Sidewalks $62.47 7A 4U View
King Cement Masons Curing Concrete $62.47 7A 4U View
King Cement Masons Finish Colored Concrete $62.97 7A 4U View
King Cement Masons Floor Grinding $62.97 7A 4U View
King Cement Masons Floor Grinding/Polisher $62.47 7A 4U View
King Cement Masons Green Concrete Saw, self-
powered
$62.97 7A 4U View
King Cement Masons Grouting of all Plates $62.47 7A 4U View
King Cement Masons Grouting of all Tilt-up Panels $62.47 7A 4U View
Page 1 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
King Cement Masons Gunite Nozzleman $62.97 7A 4U View
King Cement Masons Hand Powered Grinder $62.97 7A 4U View
King Cement Masons Journey Level $62.47 7A 4U View
King Cement Masons Patching Concrete $62.47 7A 4U View
King Cement Masons Pneumatic Power Tools $62.97 7A 4U View
King Cement Masons Power Chipping & Brushing $62.97 7A 4U View
King Cement Masons Sand Blasting Architectural Finish $62.97 7A 4U View
King Cement Masons Screed & Rodding Machine $62.97 7A 4U View
King Cement Masons Spackling or Skim Coat Concrete $62.47 7A 4U View
King Cement Masons Troweling Machine Operator $62.97 7A 4U View
King Cement Masons Troweling Machine Operator on
Colored Slabs
$62.97 7A 4U View
King Cement Masons Tunnel Workers $62.97 7A 4U View
King Divers & Tenders Bell/Vehicle or Submersible
Operator (Not Under Pressure)
$116.20 7A 4C View
King Divers & Tenders Dive Supervisor/Master $79.23 7A 4C View
King Divers & Tenders Diver $116.20 7A 4C 8V View
King Divers & Tenders Diver On Standby $74.23 7A 4C View
King Divers & Tenders Diver Tender $67.31 7A 4C View
King Divers & Tenders Manifold Operator $67.31 7A 4C View
King Divers & Tenders Manifold Operator Mixed Gas $72.31 7A 4C View
King Divers & Tenders Remote Operated Vehicle
Operator/Technician
$67.31 7A 4C View
King Divers & Tenders Remote Operated Vehicle Tender $62.69 7A 4C View
King Dredge Workers Assistant Engineer $56.44 5D 3F View
King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F View
King Dredge Workers Boatmen $56.44 5D 3F View
King Dredge Workers Engineer Welder $57.51 5D 3F View
King Dredge Workers Leverman, Hydraulic $58.67 5D 3F View
King Dredge Workers Mates $56.44 5D 3F View
King Dredge Workers Oiler $56.00 5D 3F View
King Drywall Applicator Journey Level $62.44 5D 1H View
King Drywall Tapers Journey Level $62.81 5P 1E View
King Electrical Fixture Maintenance
Workers
Journey Level $31.99 5L 1E View
King Electricians - Inside Cable Splicer $87.22 7C 4E View
King Electricians - Inside Cable Splicer (tunnel) $93.74 7C 4E View
King Electricians - Inside Certified Welder $84.26 7C 4E View
King Electricians - Inside Certified Welder (tunnel) $90.47 7C 4E View
King Electricians - Inside Construction Stock Person $43.18 7C 4E View
King Electricians - Inside Journey Level $81.30 7C 4E View
King Electricians - Inside Journey Level (tunnel) $87.22 7C 4E View
King Electricians - Motor Shop Journey Level $47.53 5A 1B View
King Electricians - Powerline
Construction
Cable Splicer $82.39 5A 4D View
King Electricians - Powerline
Construction
Certified Line Welder $75.64 5A 4D View
King Electricians - Powerline
Construction
Groundperson $49.17 5A 4D View
King Electricians - Powerline
Construction
Heavy Line Equipment Operator $75.64 5A 4D View
King Journey Level Lineperson $75.64 5A 4D View
Page 2 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
Electricians - Powerline
Construction
King Electricians - Powerline
Construction
Line Equipment Operator $64.54 5A 4D View
King Electricians - Powerline
Construction
Meter Installer $49.17 5A 4D 8W View
King Electricians - Powerline
Construction
Pole Sprayer $75.64 5A 4D View
King Electricians - Powerline
Construction
Powderperson $56.49 5A 4D View
King Electronic Technicians Journey Level $53.57 7E 1E View
King Elevator Constructors Mechanic $97.31 7D 4A View
King Elevator Constructors Mechanic In Charge $105.06 7D 4A View
King Fabricated Precast Concrete
Products
All Classifications - In-Factory
Work Only
$18.25 5B 1R View
King Fence Erectors Fence Erector $43.11 7A 4V 8Y View
King Fence Erectors Fence Laborer $43.11 7A 4V 8Y View
King Flaggers Journey Level $43.11 7A 4V 8Y View
King Glaziers Journey Level $66.51 7L 1Y View
King Heat & Frost Insulators And
Asbestos Workers
Journeyman $76.61 5J 4H View
King Heating Equipment Mechanics Journey Level $85.88 7F 1E View
King Hod Carriers & Mason Tenders Journey Level $52.44 7A 4V 8Y View
King Industrial Power Vacuum Cleaner Journey Level $13.50 1 View
King Inland Boatmen Boat Operator $61.41 5B 1K View
King Inland Boatmen Cook $56.48 5B 1K View
King Inland Boatmen Deckhand $57.48 5B 1K View
King Inland Boatmen Deckhand Engineer $58.81 5B 1K View
King Inland Boatmen Launch Operator $58.89 5B 1K View
King Inland Boatmen Mate $57.31 5B 1K View
King Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Cleaner Operator, Foamer
Operator
$31.49 1 View
King Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Grout Truck Operator $13.50 1 View
King Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Head Operator $24.91 1 View
King Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Technician $19.33 1 View
King Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Tv Truck Operator $20.45 1 View
King Insulation Applicators Journey Level $62.44 7A 4C View
King Ironworkers Journeyman $73.73 7N 1O View
King Laborers Air, Gas Or Electric Vibrating
Screed
$50.86 7A 4V 8Y View
King Laborers Airtrac Drill Operator $52.44 7A 4V 8Y View
King Laborers Ballast Regular Machine $50.86 7A 4V 8Y View
King Laborers Batch Weighman $43.11 7A 4V 8Y View
King Laborers Brick Pavers $50.86 7A 4V 8Y View
King Laborers Brush Cutter $50.86 7A 4V 8Y View
Page 3 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
King Laborers Brush Hog Feeder $50.86 7A 4V 8Y View
King Laborers Burner $50.86 7A 4V 8Y View
King Laborers Caisson Worker $52.44 7A 4V 8Y View
King Laborers Carpenter Tender $50.86 7A 4V 8Y View
King Laborers Cement Dumper-paving $51.80 7A 4V 8Y View
King Laborers Cement Finisher Tender $50.86 7A 4V 8Y View
King Laborers Change House Or Dry Shack $50.86 7A 4V 8Y View
King Laborers Chipping Gun (30 Lbs. And Over) $51.80 7A 4V 8Y View
King Laborers Chipping Gun (Under 30 Lbs.) $50.86 7A 4V 8Y View
King Laborers Choker Setter $50.86 7A 4V 8Y View
King Laborers Chuck Tender $50.86 7A 4V 8Y View
King Laborers Clary Power Spreader $51.80 7A 4V 8Y View
King Laborers Clean-up Laborer $50.86 7A 4V 8Y View
King Laborers Concrete Dumper/Chute
Operator
$51.80 7A 4V 8Y View
King Laborers Concrete Form Stripper $50.86 7A 4V 8Y View
King Laborers Concrete Placement Crew $51.80 7A 4V 8Y View
King Laborers Concrete Saw Operator/Core
Driller
$51.80 7A 4V 8Y View
King Laborers Crusher Feeder $43.11 7A 4V 8Y View
King Laborers Curing Laborer $50.86 7A 4V 8Y View
King Laborers Demolition: Wrecking & Moving
(Incl. Charred Material)
$50.86 7A 4V 8Y View
King Laborers Ditch Digger $50.86 7A 4V 8Y View
King Laborers Diver $52.44 7A 4V 8Y View
King Laborers Drill Operator (Hydraulic,
Diamond)
$51.80 7A 4V 8Y View
King Laborers Dry Stack Walls $50.86 7A 4V 8Y View
King Laborers Dump Person $50.86 7A 4V 8Y View
King Laborers Epoxy Technician $50.86 7A 4V 8Y View
King Laborers Erosion Control Worker $50.86 7A 4V 8Y View
King Laborers Faller & Bucker Chain Saw $51.80 7A 4V 8Y View
King Laborers Fine Graders $50.86 7A 4V 8Y View
King Laborers Firewatch $43.11 7A 4V 8Y View
King Laborers Form Setter $50.86 7A 4V 8Y View
King Laborers Gabian Basket Builders $50.86 7A 4V 8Y View
King Laborers General Laborer $50.86 7A 4V 8Y View
King Laborers Grade Checker & Transit Person $52.44 7A 4V 8Y View
King Laborers Grinders $50.86 7A 4V 8Y View
King Laborers Grout Machine Tender $50.86 7A 4V 8Y View
King Laborers Groutmen (Pressure) Including
Post Tension Beams
$51.80 7A 4V 8Y View
King Laborers Guardrail Erector $50.86 7A 4V 8Y View
King Laborers Hazardous Waste Worker (Level
A)
$52.44 7A 4V 8Y View
King Laborers Hazardous Waste Worker (Level
B)
$51.80 7A 4V 8Y View
King Laborers Hazardous Waste Worker (Level
C)
$50.86 7A 4V 8Y View
King Laborers High Scaler $52.44 7A 4V 8Y View
King Laborers Jackhammer $51.80 7A 4V 8Y View
King Laborers Laserbeam Operator $51.80 7A 4V 8Y View
Page 4 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
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 $46.10 7A 4V 9C View
King Laborers Truck Spotter $50.86 7A 4V 8Y View
King Laborers Tugger Operator $51.80 7A 4V 8Y View
Page 5 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
King Laborers Tunnel Work-Compressed Air
Worker 0-30 psi
$120.61 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 30.01-44.00 psi
$125.64 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 44.01-54.00 psi
$129.32 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 54.01-60.00 psi
$135.02 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 60.01-64.00 psi
$137.14 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 64.01-68.00 psi
$142.24 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 68.01-70.00 psi
$144.14 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 70.01-72.00 psi
$146.14 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 72.01-74.00 psi
$148.14 7A 4V 9B View
King Laborers Tunnel Work-Guage and Lock
Tender
$52.54 7A 4V 8Y View
King Laborers Tunnel Work-Miner $52.54 7A 4V 8Y View
King Laborers Vibrator $51.80 7A 4V 8Y View
King Laborers Vinyl Seamer $50.86 7A 4V 8Y View
King Laborers Watchman $39.18 7A 4V 8Y View
King Laborers Welder $51.80 7A 4V 8Y View
King Laborers Well Point Laborer $51.80 7A 4V 8Y View
King Laborers Window Washer/Cleaner $39.18 7A 4V 8Y View
King Laborers - Underground Sewer &
Water
General Laborer & Topman $50.86 7A 4V 8Y View
King Laborers - Underground Sewer &
Water
Pipe Layer $51.80 7A 4V 8Y View
King Landscape Construction Landscape
Construction/Landscaping Or
Planting Laborers
$39.18 7A 4V 8Y View
King Landscape Construction Landscape Operator $68.02 7A 3K 8X View
King Landscape Maintenance Groundskeeper $17.87 1 View
King Lathers Journey Level $62.44 5D 1H View
King Marble Setters Journey Level $58.82 5A 1M View
King Metal Fabrication (In Shop)Fitter $15.86 1 View
King Metal Fabrication (In Shop)Laborer $13.50 1 View
King Metal Fabrication (In Shop)Machine Operator $13.50 1 View
King Metal Fabrication (In Shop)Painter $13.50 1 View
King Metal Fabrication (In Shop)Welder $15.48 1 View
King Millwright Journey Level $63.94 7A 4C View
King Modular Buildings Cabinet Assembly $13.50 1 View
King Modular Buildings Electrician $13.50 1 View
King Modular Buildings Equipment Maintenance $13.50 1 View
King Modular Buildings Plumber $13.50 1 View
King Modular Buildings Production Worker $13.50 1 View
King Modular Buildings Tool Maintenance $13.50 1 View
King Modular Buildings Utility Person $13.50 1 View
King Modular Buildings Welder $13.50 1 View
King Painters Journey Level $43.40 6Z 2B View
Page 6 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
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 $59.42 7Q 1R View
King Playground & Park Equipment
Installers
Journey Level $13.50 1 View
King Plumbers & Pipefitters Journey Level $89.19 6Z 1G View
King Power Equipment Operators Asphalt Plant Operators $69.16 7A 3K 8X View
King Power Equipment Operators Assistant Engineer $65.05 7A 3K 8X View
King Power Equipment Operators Barrier Machine (zipper) $68.55 7A 3K 8X View
King Power Equipment Operators Batch Plant Operator: concrete $68.55 7A 3K 8X View
King Power Equipment Operators Bobcat $65.05 7A 3K 8X View
King Power Equipment Operators Brokk - Remote Demolition
Equipment
$65.05 7A 3K 8X View
King Power Equipment Operators Brooms $65.05 7A 3K 8X View
King Power Equipment Operators Bump Cutter $68.55 7A 3K 8X View
King Power Equipment Operators Cableways $69.16 7A 3K 8X View
King Power Equipment Operators Chipper $68.55 7A 3K 8X View
King Power Equipment Operators Compressor $65.05 7A 3K 8X View
King Power Equipment Operators Concrete Finish Machine - Laser
Screed
$65.05 7A 3K 8X View
King Power Equipment Operators Concrete Pump - Mounted Or
Trailer High Pressure Line Pump,
Pump High Pressure
$68.02 7A 3K 8X View
King Power Equipment Operators Concrete Pump: Truck Mount
With Boom Attachment Over 42 M
$69.16 7A 3K 8X View
King Power Equipment Operators Concrete Pump: Truck Mount
With Boom Attachment Up To
42m
$68.55 7A 3K 8X View
King Power Equipment Operators Conveyors $68.02 7A 3K 8X View
King Power Equipment Operators Cranes friction: 200 tons and over $71.26 7A 3K 8X View
King Power Equipment Operators Cranes: 100 tons through 199
tons, or 150' of boom (including
jib with attachments)
$69.85 7A 3K 8X View
King Power Equipment Operators Cranes: 20 Tons Through 44 Tons
With Attachments
$68.55 7A 3K 8X View
Page 7 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
King Power Equipment Operators Cranes: 200 tons- 299 tons, or
250' of boom including jib with
attachments
$70.57 7A 3K 8X View
King Power Equipment Operators Cranes: 300 tons and over or 300'
of boom including jib with
attachments
$71.26 7A 3K 8X View
King Power Equipment Operators Cranes: 45 Tons Through 99 Tons,
Under 150' Of Boom (including Jib
With Attachments)
$69.16 7A 3K 8X View
King Power Equipment Operators Cranes: A-frame - 10 Tons And
Under
$65.05 7A 3K 8X View
King Power Equipment Operators Cranes: Friction cranes through
199 tons
$70.57 7A 3K 8X View
King Power Equipment Operators Cranes: through 19 tons with
attachments, A-frame over 10
tons
$68.02 7A 3K 8X View
King Power Equipment Operators Crusher $68.55 7A 3K 8X View
King Power Equipment Operators Deck Engineer/Deck Winches
(power)
$68.55 7A 3K 8X View
King Power Equipment Operators Derricks, On Building Work $69.16 7A 3K 8X View
King Power Equipment Operators Dozers D-9 & Under $68.02 7A 3K 8X View
King Power Equipment Operators Drill Oilers: Auger Type, Truck Or
Crane Mount
$68.02 7A 3K 8X View
King Power Equipment Operators Drilling Machine $69.85 7A 3K 8X View
King Power Equipment Operators Elevator And Man-lift: Permanent
And Shaft Type
$65.05 7A 3K 8X View
King Power Equipment Operators Finishing Machine, Bidwell And
Gamaco & Similar Equipment
$68.55 7A 3K 8X View
King Power Equipment Operators Forklift: 3000 Lbs And Over With
Attachments
$68.02 7A 3K 8X View
King Power Equipment Operators Forklifts: Under 3000 Lbs. With
Attachments
$65.05 7A 3K 8X View
King Power Equipment Operators Grade Engineer: Using Blue
Prints, Cut Sheets, Etc
$68.55 7A 3K 8X View
King Power Equipment Operators Gradechecker/Stakeman $65.05 7A 3K 8X View
King Power Equipment Operators Guardrail Punch $68.55 7A 3K 8X View
King Power Equipment Operators Hard Tail End Dump Articulating
Off- Road Equipment 45 Yards. &
Over
$69.16 7A 3K 8X View
King Power Equipment Operators Hard Tail End Dump Articulating
Off-road Equipment Under 45
Yards
$68.55 7A 3K 8X View
King Power Equipment Operators Horizontal/Directional Drill
Locator
$68.02 7A 3K 8X View
King Power Equipment Operators Horizontal/Directional Drill
Operator
$68.55 7A 3K 8X View
King Power Equipment Operators Hydralifts/Boom Trucks Over 10
Tons
$68.02 7A 3K 8X View
King Power Equipment Operators Hydralifts/Boom Trucks, 10 Tons
And Under
$65.05 7A 3K 8X View
King Power Equipment Operators Loader, Overhead 8 Yards. &
Over
$69.85 7A 3K 8X View
King Power Equipment Operators Loader, Overhead, 6 Yards. But
Not Including 8 Yards
$69.16 7A 3K 8X View
King Power Equipment Operators Loaders, Overhead Under 6 Yards $68.55 7A 3K 8X View
King Power Equipment Operators Loaders, Plant Feed $68.55 7A 3K 8X View
Page 8 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
King Power Equipment Operators Loaders: Elevating Type Belt $68.02 7A 3K 8X View
King Power Equipment Operators Locomotives, All $68.55 7A 3K 8X View
King Power Equipment Operators Material Transfer Device $68.55 7A 3K 8X View
King Power Equipment Operators Mechanics, All (leadmen - $0.50
Per Hour Over Mechanic)
$69.85 7A 3K 8X View
King Power Equipment Operators Motor Patrol Graders $69.16 7A 3K 8X View
King Power Equipment Operators Mucking Machine, Mole, Tunnel
Drill, Boring, Road Header And/or
Shield
$69.16 7A 3K 8X View
King Power Equipment Operators Oil Distributors, Blower
Distribution & Mulch Seeding
Operator
$65.05 7A 3K 8X View
King Power Equipment Operators Outside Hoists (Elevators And
Manlifts), Air Tuggers, Strato
$68.02 7A 3K 8X View
King Power Equipment Operators Overhead, Bridge Type Crane: 20
Tons Through 44 Tons
$68.55 7A 3K 8X View
King Power Equipment Operators Overhead, Bridge Type: 100 Tons
And Over
$69.85 7A 3K 8X View
King Power Equipment Operators Overhead, Bridge Type: 45 Tons
Through 99 Tons
$69.16 7A 3K 8X View
King Power Equipment Operators Pavement Breaker $65.05 7A 3K 8X View
King Power Equipment Operators Pile Driver (other Than Crane
Mount)
$68.55 7A 3K 8X View
King Power Equipment Operators Plant Oiler - Asphalt, Crusher $68.02 7A 3K 8X View
King Power Equipment Operators Posthole Digger, Mechanical $65.05 7A 3K 8X View
King Power Equipment Operators Power Plant $65.05 7A 3K 8X View
King Power Equipment Operators Pumps - Water $65.05 7A 3K 8X View
King Power Equipment Operators Quad 9, Hd 41, D10 And Over $69.16 7A 3K 8X View
King Power Equipment Operators Quick Tower - No Cab, Under 100
Feet In Height Based To Boom
$65.05 7A 3K 8X View
King Power Equipment Operators Remote Control Operator On
Rubber Tired Earth Moving
Equipment
$69.16 7A 3K 8X View
King Power Equipment Operators Rigger and Bellman $65.05 7A 3K 8X View
King Power Equipment Operators Rigger/Signal Person, Bellman
(Certified)
$68.02 7A 3K 8X View
King Power Equipment Operators Rollagon $69.16 7A 3K 8X View
King Power Equipment Operators Roller, Other Than Plant Mix $65.05 7A 3K 8X View
King Power Equipment Operators Roller, Plant Mix Or Multi-lift
Materials
$68.02 7A 3K 8X View
King Power Equipment Operators Roto-mill, Roto-grinder $68.55 7A 3K 8X View
King Power Equipment Operators Saws - Concrete $68.02 7A 3K 8X View
King Power Equipment Operators Scraper, Self Propelled Under 45
Yards
$68.55 7A 3K 8X View
King Power Equipment Operators Scrapers - Concrete & Carry All $68.02 7A 3K 8X View
King Power Equipment Operators Scrapers, Self-propelled: 45 Yards
And Over
$69.16 7A 3K 8X View
King Power Equipment Operators Service Engineers - Equipment $68.02 7A 3K 8X View
King Power Equipment Operators Shotcrete/Gunite Equipment $65.05 7A 3K 8X View
King Power Equipment Operators Shovel, Excavator, Backhoe,
Tractors Under 15 Metric Tons
$68.02 7A 3K 8X View
King Power Equipment Operators Shovel, Excavator, Backhoe: Over
30 Metric Tons To 50 Metric Tons
$69.16 7A 3K 8X View
King Power Equipment Operators $68.55 7A 3K 8X View
Page 9 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
Shovel, Excavator, Backhoes,
Tractors: 15 To 30 Metric Tons
King Power Equipment Operators Shovel, Excavator, Backhoes:
Over 50 Metric Tons To 90 Metric
Tons
$69.85 7A 3K 8X View
King Power Equipment Operators Shovel, Excavator, Backhoes:
Over 90 Metric Tons
$70.57 7A 3K 8X View
King Power Equipment Operators Slipform Pavers $69.16 7A 3K 8X View
King Power Equipment Operators Spreader, Topsider & Screedman $69.16 7A 3K 8X View
King Power Equipment Operators Subgrader Trimmer $68.55 7A 3K 8X View
King Power Equipment Operators Tower Bucket Elevators $68.02 7A 3K 8X View
King Power Equipment Operators Tower Crane Up To 175' In Height
Base To Boom
$69.85 7A 3K 8X View
King Power Equipment Operators Tower Crane: over 175’ through
250’ in height, base to boom
$70.57 7A 3K 8X View
King Power Equipment Operators Tower Cranes: over 250' in height
from base to boom
$71.26 7A 3K 8X View
King Power Equipment Operators Transporters, All Track Or Truck
Type
$69.16 7A 3K 8X View
King Power Equipment Operators Trenching Machines $68.02 7A 3K 8X View
King Power Equipment Operators Truck Crane Oiler/driver - 100
Tons And Over
$68.55 7A 3K 8X View
King Power Equipment Operators Truck Crane Oiler/Driver Under
100 Tons
$68.02 7A 3K 8X View
King Power Equipment Operators Truck Mount Portable Conveyor $68.55 7A 3K 8X View
King Power Equipment Operators Welder $69.16 7A 3K 8X View
King Power Equipment Operators Wheel Tractors, Farmall Type $65.05 7A 3K 8X View
King Power Equipment Operators Yo Yo Pay Dozer $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Asphalt Plant Operators $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Assistant Engineer $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Barrier Machine (zipper) $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Batch Plant Operator, Concrete $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Bobcat $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Brokk - Remote Demolition
Equipment
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Brooms $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Bump Cutter $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cableways $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Chipper $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Compressor $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Concrete Finish Machine - Laser
Screed
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Concrete Pump - Mounted Or
Trailer High Pressure Line Pump,
Pump High Pressure
$68.02 7A 3K 8X View
Page 10 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
King Power Equipment Operators-
Underground Sewer & Water
Concrete Pump: Truck Mount
With Boom Attachment Over 42 M
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Concrete Pump: Truck Mount
With Boom Attachment Up To
42m
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Conveyors $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes friction: 200 tons and over $71.26 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 100 tons through 199
tons, or 150' of boom (including
jib with attachments)
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 20 Tons Through 44 Tons
With Attachments
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 200 tons- 299 tons, or
250' of boom including jib with
attachments
$70.57 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 300 tons and over or 300'
of boom including jib with
attachments
$71.26 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 45 Tons Through 99 Tons,
Under 150' Of Boom (including Jib
With Attachments)
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: A-frame - 10 Tons And
Under
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: Friction cranes through
199 tons
$70.57 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: through 19 tons with
attachments, A-frame over 10
tons
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Crusher $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Deck Engineer/Deck Winches
(power)
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Derricks, On Building Work $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Dozers D-9 & Under $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Drill Oilers: Auger Type, Truck Or
Crane Mount
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Drilling Machine $69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Elevator And Man-lift: Permanent
And Shaft Type
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Finishing Machine, Bidwell And
Gamaco & Similar Equipment
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Forklift: 3000 Lbs And Over With
Attachments
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Forklifts: Under 3000 Lbs. With
Attachments
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Grade Engineer: Using Blue
Prints, Cut Sheets, Etc
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Gradechecker/Stakeman $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Guardrail Punch $68.55 7A 3K 8X View
King $69.16 7A 3K 8X View
Page 11 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
Power Equipment Operators-
Underground Sewer & Water
Hard Tail End Dump Articulating
Off- Road Equipment 45 Yards. &
Over
King Power Equipment Operators-
Underground Sewer & Water
Hard Tail End Dump Articulating
Off-road Equipment Under 45
Yards
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Horizontal/Directional Drill
Locator
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Horizontal/Directional Drill
Operator
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Hydralifts/Boom Trucks Over 10
Tons
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Hydralifts/Boom Trucks, 10 Tons
And Under
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loader, Overhead 8 Yards. &
Over
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loader, Overhead, 6 Yards. But
Not Including 8 Yards
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loaders, Overhead Under 6 Yards $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loaders, Plant Feed $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loaders: Elevating Type Belt $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Locomotives, All $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Material Transfer Device $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Mechanics, All (leadmen - $0.50
Per Hour Over Mechanic)
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Motor Patrol Graders $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Mucking Machine, Mole, Tunnel
Drill, Boring, Road Header And/or
Shield
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Oil Distributors, Blower
Distribution & Mulch Seeding
Operator
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Outside Hoists (Elevators And
Manlifts), Air Tuggers, Strato
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Overhead, Bridge Type Crane: 20
Tons Through 44 Tons
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Overhead, Bridge Type: 100 Tons
And Over
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Overhead, Bridge Type: 45 Tons
Through 99 Tons
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Pavement Breaker $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Pile Driver (other Than Crane
Mount)
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Plant Oiler - Asphalt, Crusher $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Posthole Digger, Mechanical $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Power Plant $65.05 7A 3K 8X View
King Pumps - Water $65.05 7A 3K 8X View
Page 12 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
Power Equipment Operators-
Underground Sewer & Water
King Power Equipment Operators-
Underground Sewer & Water
Quad 9, Hd 41, D10 And Over $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Quick Tower - No Cab, Under 100
Feet In Height Based To Boom
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Remote Control Operator On
Rubber Tired Earth Moving
Equipment
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Rigger and Bellman $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Rigger/Signal Person, Bellman
(Certified)
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Rollagon $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Roller, Other Than Plant Mix $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Roller, Plant Mix Or Multi-lift
Materials
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Roto-mill, Roto-grinder $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Saws - Concrete $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Scraper, Self Propelled Under 45
Yards
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Scrapers - Concrete & Carry All $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Scrapers, Self-propelled: 45 Yards
And Over
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Service Engineers - Equipment $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shotcrete/Gunite Equipment $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoe,
Tractors Under 15 Metric Tons
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoe: Over
30 Metric Tons To 50 Metric Tons
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoes,
Tractors: 15 To 30 Metric Tons
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoes:
Over 50 Metric Tons To 90 Metric
Tons
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoes:
Over 90 Metric Tons
$70.57 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Slipform Pavers $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Spreader, Topsider & Screedman $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Subgrader Trimmer $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Tower Bucket Elevators $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Tower Crane Up To 175' In Height
Base To Boom
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Tower Crane: over 175’ through
250’ in height, base to boom
$70.57 7A 3K 8X View
Page 13 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
King Power Equipment Operators-
Underground Sewer & Water
Tower Cranes: over 250' in height
from base to boom
$71.26 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Transporters, All Track Or Truck
Type
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Trenching Machines $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Truck Crane Oiler/driver - 100
Tons And Over
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Truck Crane Oiler/Driver Under
100 Tons
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Truck Mount Portable Conveyor $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Welder $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Wheel Tractors, Farmall Type $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Yo Yo Pay Dozer $68.55 7A 3K 8X View
King Power Line Clearance Tree
Trimmers
Journey Level In Charge $53.10 5A 4A View
King Power Line Clearance Tree
Trimmers
Spray Person $50.40 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Equipment Operator $53.10 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Trimmer $47.48 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Trimmer Groundperson $36.10 5A 4A View
King Refrigeration & Air Conditioning
Mechanics
Journey Level $84.01 6Z 1G View
King Residential Brick Mason Journey Level $58.82 5A 1M View
King Residential Carpenters Journey Level $32.06 1 View
King Residential Cement Masons Journey Level $29.25 1 View
King Residential Drywall Applicators Journey Level $46.43 7A 4C View
King Residential Drywall Tapers Journey Level $47.04 5P 1E View
King Residential Electricians Journey Level $36.01 1 View
King Residential Glaziers Journey Level $45.90 7L 1H View
King Residential Insulation Applicators Journey Level $29.87 1 View
King Residential Laborers Journey Level $26.18 1 View
King Residential Marble Setters Journey Level $27.38 1 View
King Residential Painters Journey Level $27.80 1 View
King Residential Plumbers &
Pipefitters
Journey Level $39.43 1 View
King Residential Refrigeration & Air
Conditioning Mechanics
Journey Level $54.12 5A 1G View
King Residential Sheet Metal Workers Journey Level (Field or Shop) $51.89 7F 1R View
King Residential Soft Floor Layers Journey Level $51.07 5A 3J View
King Residential Sprinkler Fitters (Fire
Protection)
Journey Level $50.89 5C 2R View
King Residential Stone Masons Journey Level $58.82 5A 1M View
King Residential Terrazzo Workers Journey Level $54.06 5A 1M View
King Residential Terrazzo/Tile
Finishers
Journey Level $24.39 1 View
King Residential Tile Setters Journey Level $21.04 1 View
Page 14 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
King Roofers Journey Level $55.02 5A 3H View
King Roofers Using Irritable Bituminous
Materials
$58.02 5A 3H View
King Sheet Metal Workers Journey Level (Field or Shop) $85.88 7F 1E View
King Shipbuilding & Ship Repair New Construction Boilermaker $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Carpenter $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Crane Operator $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Electrician $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Heat & Frost
Insulator
$76.61 5J 4H View
King Shipbuilding & Ship Repair New Construction Laborer $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Machinist $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Operating
Engineer
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Painter $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Pipefitter $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Rigger $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Sheet Metal $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Shipfitter $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Warehouse/Teamster
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Welder /
Burner
$36.36 7V 1 View
King Shipbuilding & Ship Repair Ship Repair Boilermaker $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Carpenter $44.95 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View
King Shipbuilding & Ship Repair Ship Repair Electrician $46.22 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Heat & Frost Insulator $76.61 5J 4H View
King Shipbuilding & Ship Repair Ship Repair Laborer $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Machinist $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View
King Shipbuilding & Ship Repair Ship Repair Painter $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Pipefitter $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Rigger $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Sheet Metal $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Shipwright $44.95 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Warehouse /
Teamster
$45.06 7Y 4K View
King Sign Makers & Installers
(Electrical)
Journey Level $49.44 0 1 View
King Sign Makers & Installers (Non-
Electrical)
Journey Level $31.96 0 1 View
King Soft Floor Layers Journey Level $51.07 5A 3J View
King Solar Controls For Windows Journey Level $13.50 1 View
King Sprinkler Fitters (Fire Protection)Journey Level $82.39 5C 1X View
King Stage Rigging Mechanics (Non
Structural)
Journey Level $13.50 1 View
King Stone Masons Journey Level $58.82 5A 1M View
King Street And Parking Lot Sweeper
Workers
Journey Level $19.09 1 View
King Surveyors Assistant Construction Site
Surveyor
$68.02 7A 3K 8X View
Page 15 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
King Surveyors Chainman $65.05 7A 3K 8X View
King Surveyors Construction Site Surveyor $69.16 7A 3K 8X View
King Telecommunication Technicians Journey Level $53.57 7E 1E View
King Telephone Line Construction -
Outside
Cable Splicer $41.81 5A 2B View
King Telephone Line Construction -
Outside
Hole Digger/Ground Person $23.53 5A 2B View
King Telephone Line Construction -
Outside
Installer (Repairer) $40.09 5A 2B View
King Telephone Line Construction -
Outside
Special Aparatus Installer I $41.81 5A 2B View
King Telephone Line Construction -
Outside
Special Apparatus Installer II $40.99 5A 2B View
King Telephone Line Construction -
Outside
Telephone Equipment Operator
(Heavy)
$41.81 5A 2B View
King Telephone Line Construction -
Outside
Telephone Equipment Operator
(Light)
$38.92 5A 2B View
King Telephone Line Construction -
Outside
Telephone Lineperson $38.92 5A 2B View
King Telephone Line Construction -
Outside
Television Groundperson $22.32 5A 2B View
King Telephone Line Construction -
Outside
Television Lineperson/Installer $29.60 5A 2B View
King Telephone Line Construction -
Outside
Television System Technician $35.20 5A 2B View
King Telephone Line Construction -
Outside
Television Technician $31.67 5A 2B View
King Telephone Line Construction -
Outside
Tree Trimmer $38.92 5A 2B View
King Terrazzo Workers Journey Level $54.06 5A 1M View
King Tile Setters Journey Level $54.06 5A 1M View
King Tile, Marble & Terrazzo Finishers Finisher $44.89 5A 1B View
King Traffic Control Stripers Journey Level $47.68 7A 1K View
King Truck Drivers Asphalt Mix Over 16 Yards $61.59 5D 4Y 8L View
King Truck Drivers Asphalt Mix To 16 Yards $60.75 5D 4Y 8L View
King Truck Drivers Dump Truck $60.75 5D 4Y 8L View
King Truck Drivers Dump Truck & Trailer $61.59 5D 4Y 8L View
King Truck Drivers Other Trucks $61.59 5D 4Y 8L View
King Truck Drivers - Ready Mix Transit Mix $61.59 5D 4Y 8L View
King Well Drillers & Irrigation Pump
Installers
Irrigation Pump Installer $17.71 1 View
King Well Drillers & Irrigation Pump
Installers
Oiler $13.50 1 View
King Well Drillers & Irrigation Pump
Installers
Well Driller $18.00 1 View
Page 16 of 16
3/30/2020https://secure.lni.wa.gov/wagelookup/
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
1
************************************************************************************************************
Overtime Codes
Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate
must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for
the worker.
1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and
the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly
rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly
rate of wage.
G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-
ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten
(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment
breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through
Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate
of wage.
I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage.
J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through
Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.
K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on holidays shall be paid at double the hourly rate of wage.
M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage.
All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
2
Overtime Codes Continued
1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday
shall be paid at double the hourly rate of wage.
P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and
one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on
Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)
hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall
be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times
the hourly rate of wage.
R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage.
S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime
hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day
shall be paid at three times the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on
Labor Day shall be paid at three times the hourly rate of wage.
V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and
one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at
double the hourly rate of wage.
W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the
employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid
at double the hourly rate of wage.
X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on
Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the
holiday and all work performed shall be paid at double the hourly rate of wage.
Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any
employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10
workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate
of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the
workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or
40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours
worked on Sundays and Labor Day shall be paid at double the hourly rate of wage.
Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All
hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
3
Overtime Codes Continued
2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
holidays shall be paid at two times the hourly rate of wage.
F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday
pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage.
G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays
shall be paid at two and one-half times the hourly rate of wage including holiday pay.
H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall
be paid at one and one-half times the hourly rate of wage.
O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage.
R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double
the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage.
W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-
hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall
be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and
one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays
shall be paid at double the hourly rate of wage.
3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours
worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday
and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and
midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall
have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given
to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked
eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such
time as the employee has had a break of eight (8) hours or more.
C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage.
All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate
of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at
the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
4
Overtime Codes Continued
3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of
straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid
at double the hourly wage rate.
F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and
one-half times the hourly rate of wage including holiday pay.
H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at
two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be
compensated at one and one half (1-1/2) times the regular rate of pay.
J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on
Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in
excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee
returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period.
4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage.
B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly
rate of wage.
C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at
one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday
due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday
may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked
on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
5
Overtime Codes Continued
4. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates
include all members of the assigned crew.
EXCEPTION:
On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating
plants, industrial plants, associated installations and substations, except those substations whose primary function is
to feed a distribution system, will be paid overtime under the following rates:
The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall
be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times
the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times
the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays
and holidays will be at the double the hourly rate of wage.
All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the
hourly rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours
worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-
day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first
eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium
rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the
hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid
at three times the hourly rate of wage.
I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours
worked on Sundays and holidays shall be paid at double the hourly rate of wage.
J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours
worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly
rate of wage.
K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday
is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all
hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
6
Overtime Codes Continued
4. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours
worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double
the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage,
except that all hours worked on Labor Day shall be paid at double the hourly rate of pay.
M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work
less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-half times the
hourly rate.
N. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays, and all work performed between the hours of midnight (12:00 AM) and eight AM (8:00 AM)
every day shall be paid at double the hourly rate of wage.
O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of
wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all
additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6)
hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage.
P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage.
Q. The first four (4) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is
the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate
of wage.
S. All hours worked on Saturdays and Holidays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays shall be paid at double the hourly rate of wage.
T. The first two (2) hours of overtime for hours worked Monday-Friday shall be paid at one and one-half times the hourly
rate of wage. All hours worked in excess of ten (10) hours per day shall be paid at double the hourly rate of wage. All
hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. For work on Saturday which
is scheduled prior to the end of shift on Friday, the first six (6) hours work shall be paid at one and one-half times the
hourly rate of wage, and all hours over (6) shall be paid double the hourly rate of wage. For work on Saturday which
was assigned following the close of shift on Friday, all work shall be paid at double the hourly rate of wage.
U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement
weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12)
hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
7
Overtime Codes Continued
4. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or
outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and
one-half (1 ½) the straight time rate.
In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at
the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All
work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x)
the straight time rate of pay.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours.
When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be
a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight
(8) hours.
W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time
shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break
of eight (8) hours.
X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6
am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations).
All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established
when considered necessary by the Employer.
The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022),
that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour
schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work
performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one-
half the straight time rate.
When due to conditions beyond the control of the Employer, or when contract specifications require that work can
only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight
time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of
work.
When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
8
Overtime Codes Continued
4. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work
performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of
pay.
Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour
for all hours worked that shift.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
Holiday Codes
5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, and Christmas Day (7).
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, the day before Christmas, and Christmas Day (8).
C. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8).
H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day,
And Christmas (6).
I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6).
J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day,
Christmas Eve Day, And Christmas Day (7).
K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9).
L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday after Thanksgiving Day, And Christmas Day (8).
N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor D ay, Veterans' Day,
Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9).
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday
After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The
Following Monday Shall Be Considered As A Holiday.
Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas
Day (6).
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
9
Holiday Codes Continued
5. R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After
Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2).
S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
And Christmas Day (7).
T. Paid Holidays: New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
6. A. Paid Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8).
E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half-
Day On Christmas Eve Day. (9 1/2).
G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve
Day (11).
H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10).
I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
After Thanksgiving Day, And Christmas Day (7).
T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And
Christmas Day (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be
considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the
holiday.
7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed
As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall
be a regular work day.
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as
a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be
observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday
on the preceding Friday.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
10
Holiday Codes Continued
7. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday
which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a
Saturday shall be observed as a holiday on the preceding Friday.
E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6).
Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which
falls on a Saturday shall be observed as a holiday on the preceding Friday.
K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day
before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday
on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
M. Paid Holidays: New Year's Day, The Day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day
after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the
following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
11
Holiday Codes Continued
7. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
R. Paid Holidays: New Year's Day, the day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day
after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed
as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a
holiday and compensated accordingly.
S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
T. Paid Holidays: New Year's Day, the Day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day
after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation
shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed
as a holiday on the preceding Friday.
V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New
Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be co nsidered
a holiday and compensated accordingly.
W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year’s Day, and a Floating Holiday.
X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday
will be taken on the next normal workday.
Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
Z. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a
holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) Any holiday which falls on a Sunday shall
be observed as a holiday on the following Monday.
B. Holidays: New Year's Day, Martin Luther King Jr. Day, President’s Day, Memorial Day, Independence Day, Labor
Day, Veteran’s Day, Thanksgiving Day, and Christmas Day. (9)
C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the day before Christmas Day and Christmas Day. (8)
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
12
Holiday Codes Continued
15. D. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
after Thanksgiving Day, Christmas Day, and the day after Christmas.
E. Holidays: the day before New Years’s Day, New Year's Day, Martin Luther King, Jr. Day, Presidents' Day, Memorial
Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before
Christmas, and Christmas Day. (12)
Note Codes
8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And
Level C: $0.25.
M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D:
$0.50.
N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level
C: $0.50, And Level D: $0.25.
P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50,
Class C Suit: $1.00, And Class D Suit $0.50.
Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic
Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued
by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31,
2012.
T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary
traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during
construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or
where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of
Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012.
U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50,
And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all
work performed underground, including operating, servicing and repairing of equipment. The premium for
underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive
an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who
do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation
receive an additional $0.50 per hour.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
13
Note Codes Continued
8. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The
premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay.
Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over
101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet.
Over 221' - $5.00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent
and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’
- $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’.
W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates
would apply to meters not fitting this description.
X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit:
$1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour.
When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a
government agency or the contract specifications requires that work can only be performed outside the normal 5 am
to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time
status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay.
Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions
that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate.
Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require
that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed
on Saturday or Sunday.)
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
14
Note Codes Continued
9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require
that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their
classification rate.
Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length:
(A) – 130’ to 199’ – $0.50 per hour over their classification rate.
(B) – 200’ to 299’ – $0.80 per hour over their classification rate.
(C) – 300’ and over – $1.00 per hour over their classification rate.
B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal
of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian
traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control
Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the
State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012.
D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or
anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or
manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic
reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,
Level B: $0.75, Level C: $0.50, And Level D: $0.25.