HomeMy WebLinkAboutCAG2021-138 - Original - Apply-A-Line, LLC - 2021 Plastic Markings - 03/18/2021ApprovalOriginator:Department:
Date Sent:Date Required:
Authorized to Sign:
Director or Designee Mayor
Date of Council Approval:
Grant? Yes 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? Yes No*
Business License Verification: Yes In-Process Exempt (KCC 5.01.045)
If meets requirements per KCC 3.70.100, please complete “Vendor Purchase-Local Exceptions” form on Cityspace.
Notice required prior to disclosure?
Yes 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
Budget Account Number:
Budget? Yes No
Dir Asst:
Sup/Mgr:
Dir/Dep:
rev. 200821
FOR CITY OF KENT OFFICIAL USE ONLY
(Optional)
* Memo to Mayor must be attached
CAG2021-138
DATE: March 2, 2021
TO: Kent City Council
SUBJECT: 2021 Plastic Markings Project Bid - Award
MOTION: Award the 2021 Plastic Markings Project to Apply-A-Line LLC in
the amount of $125,357 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: The project consists of refreshing existing plastic pavement markings
at select locations throughout the City.
The bid opening for the 2021 Plastic Markings Project was held on February 23,
2021 with four bids received. The lowest responsible and responsive bid was
submitted by Apply-A-Line LLC in the amount of $125,357.
Bid Tab Summary
01.Apply-A-Line LLC $125,357.00
02.Specialized Pavement Marking, Inc.$134,189.00
03.Stripe Rite Inc.$135,451.00
04.Northwest Traffic, Inc.$192,890.64
Engineer's Estimate $191,670.00
BUDGET IMPACT: Project is funded by B&O funds.
SUPPORTS STRATEGIC PLAN GOAL:
Thriving City - Creating safe neighborhoods, healthy people, vibrant commercial districts, and
inviting parks and recreation.
ATTACHMENTS:
1.Plastic Markings Bid Tab (PDF)
CONFORMED TO ADDENDUM 1
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
2021 Plastic Markings
Project Number: 21-3011.2
BIDS ACCEPTED UNTIL
February 23, 2021
11:00 A.M.
BID OPENING IMMEDIATELY FOLLOWING
DELIVER TO
CITY OF KENT, CITY HALL
220 4th Avenue S., Kent, WA 98032-5895
CHAD BIEREN, P.E.
INTERIM 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 9 Traffic Control Plans
Section 10 Prevailing Wage Rates
'l
BIDDER'S NAM A -A-Line, LLC
CITY OF KENT
KrNG COUNTY, WASHTNGTON
KENT SPECIAL PROVISIONS FOR
2021- Plastic Markings
Project Number: 2L-3O LL.z
BIDS ACCEPTED UNTIL
February 23, 2O2L
11:OO A.M,
BID OPENING IMMEDIATELY FOLLOWING
crrYorffirY HALL
22O 4th Avenue S., Kent, WA 98032-5895
TTMOTHY J. LAPORTE, P.E.
PUBLIC WORKS DIRECTOR
aKENT
WASHINGTON
ORDER OF CONTENTS
Invitation to Bid
Contractor Compliance Statement
Declaration – City of Kent Equal Employment Opportunity Policy
Administrative Policy 1.2 – Minority and Women Contractors
City of Kent Equal Employment Opportunity Compliance Statement
Proposal
Subcontractor List (over $1 million) – HVAC, Plumbing, and Electrical
Subcontractor List (over $1 million) – Structural Steel Installation and Rebar
Installation
Contractor’s Qualification Statement
Statement that Bidder Has Not Been Disqualified
Certification of Compliance with Wage Payment Statutes
Proposal Signature Page
Bid Bond Form
Combined Declaration Form
Non-Collusion, Minimum Wage
Change Order
Bidder’s Checklist
Payment and Performance Bond
Contract
Table of Contents
Kent Special Provisions
Kent Standard Plans
WSDOT Standard Plans
Appendix
Traffic Control Plans
Prevailing Wage Rates
INVITATION TO BID
Notice is hereby given that the City of Kent, Washlngton, will receive sealed bids at the City
Clerk's office through February 24 2O2L up to lfuO0 a.m. as shown on the clock on the east
wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent,
Washington. All bids must be properly marked and sealed in accordance with this "lnvitation 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
immediately following 11:00 a.m. for the City of Kent project named as follows:
2O2L Plastic Markings
Project Number: 2l'3,OlL.2
The City of Kent will conduct the bid opening at the time and date as scheduled'
however, due to the coronavirus disease 2019 (COVID-l9) and its impacts the bid
opening process will take place as followsl
Bidders shall call the City Clerk at (253) 856-5725 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 must
stand 6 feet or more apart.
The project consists of 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, including RPM removal and island curb painting at N Lincoln Street
and W Meeker Street, all in accordance with Kent Special Provisions, and the WSDOT Standard
Specifications.
The City of Kent has determined the project is essential purcuant to the Governor
Xnslee issued Proclamation 2O-25. Should a contract be executed and this
Proclamation or a similar proclamation be in place, specialized plans and protocols
must be established and implemented to meet the social distancing and sanitation
measures set fofth by the United States Depaftment of Labor or the Washington State
Department of Health. It is the contractor's responsibility to implement these
measures.
The Engineer's estimated range for this project is approximately $178,000 to $200,000. Bid
documents may be obtained by contacting City of Kent Engineering Department, Nancy
Yoshitake at 253-856-5508. For technical guestions, please call Joseph Araucto at 253-856-
5654.
Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope,
addressed to the City Clerk , 22O 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will
be accepted. No facsimiles or electronic submittals will be considered.
Each bid shall be in accordance with the plans and specifications and other contract documents
now on file in the office of the City Engineer, City of Kent, Washington. Plans and
specificationscanalsobedownloadedatnochargeat@
business/bidq-nrocurement, Copies of the WSDOT Standard Specifications are available for
perusal only.
Apprentice Utilization Requirements are mandatory for all public works estimated to cost one
mitlion dollars or more, in which case no less than Llo/o of the labor hours must be performed by
apprentices. KCC 6.01.030.
A cashier's check, cash or surety bond in the amount of 5olo of the bid must be included with the
bid.
The City of Kent reselves the right to reject any and all bids on any or all schedules or alternates
or to waive any informalities in the bidding and shall determine which bid or bidders is the most
responsive, satisfactory and responsible bidder and shall be the sole judge thereof. Note: The
award of the contract will not occur until the City of Kent has reviewed all bids for
responsiveness and responsibility determinations and the Kent City Council has formally
awarded the contract.
No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit
or as a defense to any action based upon the neglect or refusal to execute a contract.
Bidders must submit with their initial bid a signed statement as to whether they have previously
performed work subject to the President's Executive Order No. 11246.
No bidder may withdraw his/her bid for a period of sixtv (60) days after the day of bid opening.
Dated this 8th day of February, 202L.
BYi
Kim Komoto,lerk
Published in Daily Journal of Commerce on February 9 and L6' zOZt.
CONTRACTOR COM PLIANCE STATEMENT
(President's Executive Order # LL246)
This statement relates to a proposed contract with the City of Kent named
2O2L Plastic Markings
Project Number: 2L-3OLL.2
I am the undersigned bidder or prospective contractor. I represent that -
1, I have,X have not, participated in a previous contract or
subcontract subject to the President's Executive Order #IL246 (regarding equal
employment opportunity) or a preceding similar Executive order,
Apply -A-Line, LLC
NAME OF BIDDER
BY
SIGNATURE/TITLE
Ron Reill v. Assistant Vice President
175 Roy Rd SW Bldq C
Pacific WA 98047
ADDRESS
(Note to Bidders: The information required in this Compliance Statement is
informational only)
2021 Plastic Markings/Araucto
Project Number: 27-3OLL.2
1 February B,2O2l
DECLARATION
crw oF KENT EQUAL EMPLOYMENT OPPORTUNTW POLTCY
The City of Kent is committed to conform to Federal and State laws regarding equal
opportunity. As such, all contractors, subcontractors and suppliers who perform work
with relation to this contract shall comply with the regulations of the City's equal
employment opportunity policies.
The following questions specifically identify the requirements the City deems
necessary for any contractor, subcontractor or supplier on this specific contract to
adhere to. An affirmative response is required on all of the following questions for this
contract to be valid and binding. If any contractor, subcontractor or supplier willfully
misrepresents themselves with regard to the directives outlined, it will be considered a
breach of contract and it will be at the City's sole determination regarding suspension
or termination for all or part of the contract;
The questions are as follows:
1, I have read the attached City of Kent administrative policy number 1.2.
2. During the time of this contract I will not discriminate in employment on the basis
of sex, race, color, national origin, age, or the presence of all sensory, mental or
physical disability,
3, During the time of this contract the prime contractor will provide a written
statement to all new employees and subcontractors indicating commitment as an
equal opportunity emPloYer,
4. During the time of the contract I, the prime contractor, will actively consider hiring
and promotion of women and minorities.
5, Before acceptance of this contract, an adherence statement will be signed by me,
the Prime Contractor, that the Prime Contractor complied with the requirements as
set forth above.
By signing below, I agree to fulfill the five requirements referenced above,
By
For:Applv -A-Line. LLC
Title:Ron Reillv.Assistant Vice Preside
Date:02/23/202t
2021 Plastic Markings/Araucto
Project Number: ZL-3OI1.2
2
nt
February B,2O2t
CITY OF KENT
ADMINISTRATIVE POLICY
NUMBER: L.2 EFFECTIVE DATE: January 1, 1998
SUBJECT:
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 oppoftunity within their organization and,
if holding contracts with the City amounting to $10,000 or more within any given
year, must take the following affirmative steps:
1. Provide a written statement to all new employees and subcontractors indicating
commitment as an equal opportunity employer.
2, Actively consider for promotion and advancement available minorities and women.
Any contractor, subcontractor, consultant or supplier who willfully disregards the City's
nondiscrimination and equal opportunity requirements shall be considered in breach of
contract and subject to suspension or termination for all or paft of the contract'
Contract Compliance Officers will be appointed by the Directors of Planning, Parks,
and Public Works Departments to assume the following duties for their respective
departments.
1, Ensuring that contractors, subcontractors, consultants, and suppliers subject to
these regulations are familiar with the regulations and the City's equal employment
opportunity policy,
Z. Monitoring to assure adherence to federal, state and local laws, policies and
guidelines.
2021 Plastic Markings/Araucto
Project Number: 2L-3OL1.2
MINORITY AND WOMEN
CONTRACTORS
SUPERSEDES: April 1, 1996
APPROVED BY Jim White, MaYor
3 February B,2O2L
CITY OF KENT
EQUAL EMPLOYMENT OPPORTUNITY
COMPLIANCE STATEMENT
This form shall be filled out AFTER COMPLETION of this project by the Contractor
awarded the contract.
I,theundersigned,adulyrepresentedagentof
Company, hereby acknowledge and declare that the before-
mentioned company was the prime contractor for the contract known as 2O2L Plastic
Markings/Project Number: 21-3011.2 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
2021 Plastic Ma rkings/Araucto
Project Number: 2L-3OIL.2
4 February 8,202t
PROPOSAL
To the City Clerk
City Hall
Kent, Washington 98032
The undersigned hereby certifies that Ap olv-A-Line. LLC
has examined the job site and construct ion details of the work as outlined on the
plans and described in the specifications for the project named 2O2L Plastic
Markings/Project Number: 21-3011.2 for the City of Kent, Washington, and has
read and thoroughly understands the plans and specifications and contract governing
the work embraced in this improvement and the method by which payment will be
made for that work and hereby proposes to undertake and complete the work
embraced in this improvement in accordance with the bid and contract, and at the
following schedule of rates and prices:
NOTE TO BIDDERS:
1) All bid items are described in the Kent Special Provisions (KSP) or the Standard
Specifications (WSDOT). Reference the Section No. listed in this proposal, where
the bid item is described.
2) Proposal items are numbered in sequence but are non-continuous'
3) Unit prices for all items, all extensions, and total amount of bid must be shown'
4) Should bid items with identically worded bid item descriptions, marked with
asterisk (x), appear in more than one schedule of the proposal, the bidder must
bid the same unit price on corresponding items for each schedule. If the
Contractor enters different unit prices on these items, the City will unilaterally
revise the bid amounts to the lowest unit price on each corresponding item and
recalculate the Contractor's total bid amount. The corrected total bid amount will
be used by the City for award purposes and fix the amount of the contract bond.
EXAMPTE
SCHEDULE I - STREET
ITEM
NO.
SECTION
NO.
APPROX.
OUANTITY
UNIT
PRICE
TOTAL
AMOUNT
ITEM
1006 2-03.5
WSDOT
100
CU YDS
$14.00
Per CY
$1,400.00Roadway Excavation,
Including Haul
Any bids not filled out properly may be considered non-responsive.
52021 Plastic Ma rkings/Araucto
Project Number: 2t-30tl.2
February B,2O2t
ITEM
NO.
SECTION
NO.
APPROX.
OUANTITY
UNIT
PRICE
TOTAL
AMOUNT
ITEM
1000 t-09.7
WSDOT
1
LUMP SUM
Mobilization $ rs,ooo.oo $ ts,ooo.oo
Per LS
1005 8-22.5
WSDOT
305
LN FT
$ ro.oo
PeT LF
$ 3,o5o.ooPlastic Stop Line
(12 inch wide)
1010 8-22.5
WSDOT
L,452
LN FT
$ ts.oo
Per LF
$ zt,zao.ooPlastic Stop Line
(24 inch wide)
1020 B-22.5
WSDOT
79
EACH
$ os.oo
Per EA
$ s, t gs.ooPlastic Yield Line Symbol,
Type 2
1025 8-22.5
WSDOT
6,964
sQ Fr
$ o.oo
Per SQ FT
$ qlsa.ooPlastic Crosswalk Line
1030 8-22.5
WSDOT
15
EACH
$ 275.00
PeT EA
$ 4,125.00Plastic Traffic Arrow
1035 8-22.5
WSDOT
8 Plastic Traffic Letter $ tts.oo
Per EA
$ gzo.oo
EACH
1040 8-22.5
KSP
482
LN FT
$ g.oo
Per LF
$ t,g38.oo8 inch Wide Plastic
Intersection Turn Extension
Lane (White)
1045 8-22.5
KSP
110
LN FT
$ rs.so
Per LF
$ r,zos.ooB inch Wide Plastic
Intersection Turn Extension
Lane (Yellow)
1050 8-22.5
KSP
1
LUMP SUM
$ z,soo.oo
Per LS
$ 2,5oo.ooN Lincoln Street / W Meeker
Street RPM Removal and
Curb Painting
2021 Plastic Markings/Araucto
Project Number: 2L-3OLL.2
6 February 8,2OZI
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
1080 8-22.5
KSP
250
SQ FT
$ 5.00
Per SF
$ 1,250.00Additional Plastic Traffic
Marking Removal
1085 1-10.5
KSP
100
HOURS
Uniformed Off-Duty
Police Officer
$ so.oo
Per HR
($80.00 Min)
$ B,ooo.oo
1090 1- 10.5
KSP
110
HOURS
$ t.oo
Per HR
$ 11o.ooTraffic Control Labor
1095 1- 10.5
KSP
40
HOURS
$ 1.oo
Per HR
$ 40.00Traffic Control Supervisor
1100 1- 10.5
KSP
1
LUMP SUM
Temporary Trgffic Control
Devices
$ 12,5oo.oo
Per LS
$ 12,soo.oo
1 105 1- 10.5
KSP
80
DAYS
$ 1.oo
PeT DAY
$ 80.00Portable Changeable
Message Sign (PCMS)
1110 1-10.5
KSP
40
DAYS
$ t.oo
Per DAY
$ ao.ooSequential Arrow Sign (SAS)
111s 1-7.1s(1)
WSDOT
1
LUMP SUM
SPCC Plan
$ soo.oo
Per LS
$ 5oo.oo
rr20 1-04.4(1)
WSDOT
Minor Changes $2,500.00x $2,500.00
Per CALC
1
CALC
xCommon price to all bidders
2021 Plastic Ma rkings/Ara ucto
Project Number: 2I-3OLL.2
7
Total $12s 357 00
February B,2O2t
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
HVAC, PLUMBING AND ELECTRICAL
Name of Bidder:Aoolv-A-Line. LLC
Project Name:2O2I Plastic rkinos
Project Number:21-3(l11.2
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 name
itself for the work.
Failure of the Bidder to submit, within one hour after the published bid submittal time,
the names of such subcontractors or to name itself to perform such work or the
naming of two or more subcontractors to peform the same work shall render the
Bidder's Bid non-responsive and, therefore, void.
Heating, Ventilation, and Air Conditioning Subcontractor Name:N/A
Plumbing Subcontractor Name:N/A
Electrical Subcontractor Name :N/A
ozt23/202r
Signature of Bidder
Ron Reilly, Assistant Vi ce President
2021 Plastic Ma rkings/Araucto
Project Number: 2I-3OL1-2
Date
8 February B,2O2L
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
STRUCTURAL STEEL INSTALLATION AND REBAR INSTALTATION
Name of Bidder:Apply-A-Line, LLC
Project Name:2O2L Pla ic Markinos
Project Number:2A-7'JL1-2
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 structural steel installation and rebar installation.
Failure of the Bidder to submit, within 48 hours after the published bid submittal time,
the names of such subcontractors or to name itself to perform such work or the
naming of two or more subcontractors to peform the same work shall render the
Bidder's Bid non-responsive and, therefore, void.
Structural Steel Installation Subcontractor Name:N/A
Rebar Installation Subcontractor Name :N/A
1
o21231202L
Signature of Bidder
Ron Reilly, Assista
Date
nt ce President
2021 Plastic Markings/Ara ucto
Project Number: 2L-3OLI.2
9 February 8,202I
CoNTRACTOR'S QUALTFTCATTON 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. THIS FORM INCLUDES CRITERIA
ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A
RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC
WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY
THE CTTY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT.
THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY,
Indicia of contractor's responsibility inherently involve subjective determinations as to
the contractor's ability to perform and complete the contract work responsibly and to
the owner city's satisfaction. The city has an obligation and a duty to its citizens and
its taxpayers to administer its budgets and complete its projects in a businesslike
manner, Accordingly, it has a duty to exercise the type of inquiry and discretion a
business would conduct when selecting a contractor who will be responsible to
perform the contract work.
The city's supplemental criteria are based, in large part, on the qualification statement
form used by the American Institute of Architects. The city provides these criteria so
as to provide the most objective framework possible within which the city will make its
decision regarding the bidder's ability to be responsible to perform the contract work.
These criteria, taken together, will form the basis for the city's decision that a bidder
is or is not responsible to perform the contract work.
Any bidder may make a formal written request to the city to modify the criteria set
forth in this qualification statement, but that request may only be made within 48
hours of the date and time that the bidder first obtains the bid documents or three (3)
business days prior to the scheduled bid opening date, whichever occurs first. If the
city receives a modification request, it will consider any information submitted in the
request and will respond before the bid submittal deadline. If the city's evaluation
results in changed criteria, the city will issue an addendum establishing the new or
modified criteria.
If the city determines that, based on the criteria established in this statement, a
bidder is not responsible to perform the contract work, the city will provide written
notice of its determination that will include the city's reason for its decision. The
bidder has 24 hours from the time the city delivers written notice to the bidder that
the bidder is not responsible to perform the contract work to appeal the city's
determination. No appeals will be received after the expiration of this 24 hour appeal
period. The city may deliver this notice by hand delivery, email, facsimile, or regular
mail. In the event the city uses regular mail, the delivery will be deemed complete
three days after being placed in the U.S, Mail. The bidder's right to appeal is limited
to the single remedy of providing the city with additional information to be considered
before the city issues a final determination. Bidder acknowledges and understands
that, as provided by RCW 39,04.350, no other appeal is allowed and no other remedy
2021 Plastic Markings/Araucto
Project Number: 2L-3OLL2
10 February 8,2OZl
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'
If the bidder fails to request a modification within the time allowed, or fails to appeal a
determination that the bidder is not responsible within the time allowed, the city will
make its determination of bidder responsibility based on the information submitted.
COMPLETE AND STGil THIS FORM AS PART OF YOUR BID, FATLURE TO
PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION
THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID'
THrS DOCUMENT HAS IMPORTANT LEGAL CoNSEQUENCES: CONSULTATION
WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION
OR MODIFICATION.
The undersigned certifies under oath that the information provided herein is true and
sufficiently complete so as isleading
SUBMITTED BY:
NAME:
ADDRESS:175 Roy Rd SW BIdq C
Pacific W 98047
PRINCIPAL OFFICE:
ADDRESS:
Aoolv-A-ne- LLC
175 Rov Rd SW Bldo C
Pacific WA 9 8047
PHONE:
FAX:
253.299-1200
253.299-L25 o
STATUTORY REQUIREMENTS - Per state law a bidder must meet the
fol lowing responsibi I ity criteria
1. Required Responsibility Criteria PLEASE SEE ATTACHED
1.1 Provide a copy of your Department of Labor and Industries certificate of
registration in compliance with chapter 18'27 RCW'
1.2 Provide your current state unified business identifier number.
1.3 Provide proof of applicable industrial insurance coverage for your
employees working in Washington as required in Title 51 RCW, together
with an employment security department number as required in Title 50
RCW, and a state excise tax registration number as required in Title 82
RCW. Providing a copy of a state of Washington "Master License Service
Registration and Licenses" form is typically sufficient evidence of the
requirements of this subsection,
2021 Plastic Markings/Ara ucto
Project Number: 2L-3OLL.2
11 February 8,202I
L.4 Provide a statement, signed by a person with authority to act and speak
for your company, that your company, including any subsidiary
companies or affiliated companies under majority ownership or under
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)'
1.5 Provide a signed statement, signed under penalty of perjury by a person
with authority to act and speak for your company, that within the three-
year period immediately preceding the bid solicitation date, your
company is not a "willful" violator as defined in RCW 49.48.082, of any
provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a
final and binding citation and notice of assessment issued by the
Department of Labor and Industries or through a civil judgment entered
by a court of limited or general jurisdiction'
1.6 Provide proof that a designated person or persons with your company
has either received training from the department of labor and industries
or an approved training provider on the requirements related to public
works and prevailing wages under chapter 39.04 RCW and 39.I2 RCW or
provide proof that your company has completed three or more public
works projects and have had a valid business license in Washington for
three or more years and are exempt from this training requirement.
SUppLEMENTAL CRITERIA - Established by the City to determine bidder
responsibility
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.L Under what other or former names has your organization
operated?
2.3 If your organization is a corporation, answer the following:
2
2.3.1
2.3.2
2.3.3
2.3.4
2.3.5
2.3.6
Date of incorporation:
State of incorporation :
President's name:
Vice-president's name(s) :
Secretary's name:
Treasurer's name:
2.4 If your organization is a partnership, answer the following:
2.4.I Date of organization:
2.4.2 Type of partnership (if applicable):
2.4.3 Name(s) of general paftner(s):
2,5 If your organization is individually owned, answer the following:
2021 Plastic Markings/Araucto L2 February B' 2O2L
Project Number: 2L-3OLL.2
1 Date of organization:
2 Name of owner:
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.
9.2 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,)
4.2.1 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?
4.9 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.
4.4.1 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 performed with your own forces.
4.5.1 State 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.
2021 Plastic Markings/Araucto 13 February 8' 202L
Project Number: ZL-3OLL.2
2.5
2.5
5
4.7 On a separate sheet, list your major equipment'
REFERENCES
5.1
5.2
5,3
Trade References:
Bank Referencesl
Surety:
5.3.1 Name of bonding company:
5.3.2 Name and address of agent:
6. FINANCING
6.1 FinancialStatement.
After bid opening, the City may require the following financial information
from any of the three apparent low bidders. If so required, the selected
bidder(s) must respond with this financial information within 24 hours of
the City's request for that information. The City's request for this
information shall not be construed as an award or as an intent to award
the contract. A bidder's failure or refusal to provide this 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.g., accounts payable, notes payable, accrued
expenses, provision for income taxes, advances, accrued salaries
and accrued payroll taxes); Other Liabilities (e.g', 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.4If not, explain the relationship and financial responsibility of the
organization whose financial statement is provided (e.9., parent-
subsidiary).
2021 Plastic Markings/Araucto
Project Number: ?I-3OLL.2
L4 February 8,2O2L
6.2 Will the organization whose financial statement is attached act as
guarantor of the contract for construction?
7 SIGNATURE
7.1 Dated at this 23rd day of Febura 202L.
Name ani n:
By:
Title:
Ron Reillv
Assistant Vice Preside nt
7.2 Ron Reil being duly sworn, deposes and says that the
information provided herein is true and sufficiently complete so as not to
be misleading.
Subscribed and rn before me is 23rd day of February , zozu
Notary Public:
My Commission Expires:
2021 Plastic Markings/Araucto
Project Number: 2t-301L.2
SANDRA L SAELAN
Notary Public
State of Washington
Comnrission # 90877
My Cornrn. Expires Mar 29,2O23
15 February 8,2O2t
ATTACHMENT
City of Kenl - 2021 Plostic Morkings
Projecl No. 2l -301I.2
l. STATUTORY REQUIREMENTS-Required ResponsibilityCrilerio
t.l Copy of Deportment of Lobor ond lndustries certificote of regisirotion
(ottoched)
UBI Number: 600 553 94,l
Proof of opplicoble industriol insuronce coveroge {ottoched)
Woshington Moster License (otioched)
Stotement regording disquolificotion from bidding (ottoched)
Stotement regording willful violotion os defined in RCW 49.48.082 (ottoched)
Exemption from troining requirement (ottoched)
Proof of completed public works projects - AWP's (ottoched)
Volid business license for 3 yeors (ottoched)
1.2
t.3
1.4
1.5
1.5
2. ORGANIZATON
2.1
2.2
Apply-A-Line hos been o Controctor for 36 yeors.
Apply-A-Line hos been under its present business nome for 36 yeors.
2.2.1 N/A
Corporotion - N/A
Portnership - N/A
lndividuol Ownership - N/A
Other thon obove - Limited Liobility Compony
Michoel Liljestrom, Chief Executive Officer ond Monoging Poriner
2.3
2.4
2.5
2.6
3. ilCENStNG
3.,l
4. EXPERIENCE
4.1
4.2
3.2
Apply-A-Line is legolly quolified to do business os o speciolty controctor in
the scope of instollotion of troffic povement morkings.
We ore licensed in the stotes of: Woshington-APPLYLL834OJ, Oregon-2,l 2.l80,
Colifornio- I 03 I 889, Howoii-C-35005, ldoho-PCW-C- I I 1 62- AAA-4, Alosko-
1 279 42 ond Nevo do-0039 577 .
Our trode nome is filed in oll the obove referenced jurisdictions.
Cotegories of work we perform with our own forces (ottoched)
Clqims ond Suits - None
4.2.1 No
4.2.2 No
4.2.3 No
4.3 Within the lost five (5) yeors no officer or principol of Apply-A-Line hos been
on officer or principol of onother orgonizotion when it foiled to complete o
construction controct.
4.4 Mojor construction projects in progress (ottoched)
4.4.1 Totol worih of work in progress ond under construction:
Approximotely $5.0 million (WA)
4.5 Mojor projects completed in lost 5 yeors (ottoched).
4.5.1 Averoge onnuol omount of construction work in post 5 yeors:
$9.5 million (WA)
4.6 Construction experience ond present commitments of key individuols
(ottoched)
4.7 Mojor equipment (ottoched)
5. REFERENCES
5.1
5.3 Surety
5.3.l
5.3.2
6. FINANCING - Reserved
Trode References:
lnterstote Soles
Ennis Flint
Don Smoll & Sons, lnc
Bonk Reference:
Columbio Bonk
Kit Gerwels
719 2"a Ave Ste 500
Seottle WA 98104
5.2
{530) 823-6020
(800) 8s5-3357
(253) 833-0430
(206) 223-4552
Bonding componies:
The Hortford
Everest Reinsuronce Co.
North Americon lnsuronce Speciolty lnsuronce Co.
Agent:
Lockton Componies
Aoron P. Clork
3657 Brior Pork Dr Ste 200
Houston TX 77042
l City of Kent- 2021 Plastic Markings#213011.2
Statutory Requiremenb 1.1 - DOL&I Certificate of Registration
' City of Kent - 2021 Plastic Marking s #21 -301 1.2
Statutory Requiremenb 1.3 - Proof of lndustrial lnsurance Coverage
APPLY A LINE LLC Page I of2
$f*TE OFtY^[l{lNGTOl\l
Department of Labor & lndustries
Certificate of Workers' Compensation Coverage
February 22,2021
WA UBI No.600 553 941
L&lAccount lD 879t987-00
APPLY A LINE LLCLegal Business Name
Doing Business As APPLY A LINE LLC
Workers' Comp Premium Status:Account is current.
Estimated Workers Reported
(See Description Below)
Account Representative Employer Services Help Line, (360)
902-4817
Licensed Contractor?Yes
License No.APPLYLLS34OJ
License Expiration ogt11t2021
What does "Estimated Workers
Reported" mean?
Estimated workers reported represents the
number of full time position requiring at least
480 hours of work per calendar quarter. A single
480 hour position may be filled by one person,
or several part time workers.
lndustrial lnsurance lnformation
Employers report and pay premiums each
quarter based on hours of employee work
already performed, and are liable for premiums
found later to be due. lndustrial insurance
accounts have no policy periods, cancellation
dates, limitations of coverage or waiver of
Quarter 4 of Year 2020"51 lo75
Workers"
https://secure.lni.wa.gov/verify/Details/liabilityCertificate.aspx?UBI:600553941&LIC:A... 212212021
APPLY A LINE LLC Page2 ofZ
subrogation (See RCW 5l .12.050 and
51.16.r90).
https://secure.lni.wa.gov/veri$/Details/liabilityCertificate.aspx?UBI:600553941&LIC=A... 212212021
City of Kent - 2021 Plastic Markings #21 -3011.2
Statutory Requiremenb 1.3 - Master License Service Registnation and License
s lAl'; {]t
11/^5t-ttN{:;T(}r.j
Limited Liability Company
Di:ThCH BEFORE FO:il lNi;
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APPLY.A-LINE, LLC
175 ROY RD SW STE C
PACIFIC, WA 98047-2150
UNEMPLOYMENT INSURANCE - ACTIVE
TAX REGISTRATION - ACTIVE
INDUSTRIAL INSURANCE - ACTIVE
CITY ENDORSEMENTS:
FIFE GENERAL BUSINESS - NON-RESIDENT - ACTIVE
KELSO GENERAL BUSINESS - NON-RESIDENT (EXPIRES 113112021) - ACTIVE
MOUNT VERNON GENERAL BUSINESS - NON-RESIDENT. ACTIVE
BATTLE GROUND GENERAL BUSINESS - NON-RESIDENT - ACTIVE
ELLENSBURG GENERAL BUSINESS - NON-RESIDENT #8833 - ACTIVE
MUKILTEO GENERAL BUSINESS - NON-RESIDENT - ACTIVE
PUYALLUP GENERAL BUSINESS - NON-RESIDENT #9BO2B1 - ACTIVE
LAKEWOOD GENERAL BUSINESS - NON-RESIDENT #BLO2-00166 - ACTIVE
BAINBRIDGE ISLAND GENERAL BUSINESS - NON-RESIDENT #12389 - ACTIVE
CHEHALIS GENERAL BUSINESS - NON-RESIDENT #16-0169 - ACTIVE
YELM GENERAL BUSINESS. NON-RESIDENT #10401- ACTIVE
SHELTON GENERAL BUSINESS #0025540 - ACTIVE
KIRKLAND GENERAL BUSINESS - NON-RESIDENT #OBL-0002796 - ACTIVE
ANACORTES GENERAL BUSINESS - NON-RESIDENT - ACTIVE
BELLINGHAM GENERAL BUSINES S #022861 - ACTIVE
BONNEY LAKE GENERAL BUSINESS - NON-RESIDENT - ACTIVE
BUCKLEY GENERAL BUSINESS - NON-RESIDENT - ACTIVE
EATONVILLE GENERAL BUSINESS - NON-RESIDENT - ACTIVE
GIG HARBOR GENERAL BUSINESS - NON-RESIDENT - ACTIVE
ISSAQUAH GENERAL BUSINESS - NON-RESIDENT #BUSO3-00415 - ACTIVE
it ilii. sil*iliri+itl !i:;h the r'r:p;ir'1r'*lir-rtts, *ttiior;
., I l*;r,:rl .rllrlir. !i1' .lr:repiirtg {!:ir rlcttltrlertf , the
ffirisEru ffi$s F_ fiiltrrusffi
enrt rilr, artrl iirctt,ir.':; atrllr*r'iztd fot litr: hlr:;ittt:li;
lir:l: n:e* *',*r'tifir: tlte ir{oltn,:ticit oil th+: appiir:.rlit:it
i;i lris or lter krt*r,,'!t:clge, ;itrrl lhat busincris *'ili hc
\t/"rstringtorr sfal*, {i}lrut}', trrrl cilf itgrrlalicns.
lssue Date: Dec 1 1 ,2020
Unified Business lD #: 600553941
Business lD #: 001
Location:0001
Expires: Oct 31 ,2021
lc lhc hest
;rSiplicahle [)irci. I trr, lleli.:rtn1{-hi ri ilt'', l'ititi'
UBI:600553941 001 0001
APPLY-A-LINE, LLC
175 ROY RD SW STE C
PACIFTC, WA 98047-2150
5TATE OF WA$I- INC:TON
UNEMPLOYMENT INSURANCE -
ACTIVE
INDUSTRIAL INSURANCE - ACTIVE
TAX REGISTRATION . ACTIVE
FIFE GENERAL BUSINESS -
NON-RESIDENT - ACTIVE
KELSO GENERAL BUSINESS.
NON-RESTDENT (EXPIRES 1 13112021)
Expires: Oct 31 ,2021
; City of Kent - 2021 Plastic Marking s #21 -301 1.2
Statutory Requiremenb 1 .4 & 1.5 - Signed Statement
APPLY.A-LINE, LLC
175 Roy Road SW, Bldg C . Pacific, WA 98047
Phone (2-53) 299-1200 ' Fax (253) 299-1250
mail@applyaline.com . LIC. #APPLLS34OJ
Februory 23,2021
City of Kent
220 4th Ave S
Kent WA 98032-5895
Re: 2021 Plostic Morkings
Project No. 2l -301 I .2
To Whom lt Moy Concern:
Apply-A-Line hos nol in the post three {3) yeors been disquolified from bidding
on ony public works controct under RCW 39.06.010 or 39.12.065(3).
Apply-A-Line hos not in the post three (3) yeor period immediotely preceding
the bid solicitotion dote been o willful violotor os defined in RCW 49.48.082, of
ony provisions of chopters 49.46,49.48 or 49.52 RCW os determined by o finol
ond binding citotion ond notice of ossessment issued by the Deportment of
Lobor ond lndustries or through o civiljudgement entered by o court of limited
or generol jurisdiction.
Respectively,
Ron Reilly
Assistont Vice President
lity of Kent- 2021 Phstc lrarkings #21-3011.2
Statutory RoquircmenF 1.6 - Tnaining Requirement Exemption
APPLY.A.LINE LLC
-A u,**r""o-"mnn
\.lLatrir a lndustrie: (https://lni.wa.oov)
APPLY.A.LINE LLC
License
Gertifications & Endorsements
Workers'Gomp
Public Works Requirements
Veriry th6 contractor is eligible to perform work on public works projec{s.
Contractor Strlkes
ild ;iiift!; iiaJd 6ien iseued agalnst thls contractor'
Contractors not allowed to bid
iiii; iii;tieirii;iiG ffiie iiCii iitiiued asainstthis contractor.
Workplace Safety & Health
Page I ofl
hups://secure.lni.wa.govlverifylDetail.aspx?UBI:600553941&LIC:APPLYLL834OJ&SAW:2/2212021
Page 1 of3
City of Kent - 2021 Plastic Markings #21-3011.2
Statutory Requirements 1.6 - Proof of Completed Public Works Projects (AWP)
State of Washington
Department of Labor & lndustries
Prevailing Wage Section - Tetephone 360-902-5335
PO Box 44540, Olympia, WA 98504-4540
Affidavit of Wages Paid
Project Detail - Proiect hboard
Document Received Date:
10/30t2020
Affidavit ld:977008 Status: Approved on
11/912020
lntent ld:
1 080009
Company Details
Name
Address
WA UBI no.
Contractor Registration no.
lndustriat lnsurance Account ld
OMWBE Certifications as of 811312020
Email Address
Fited By
Prime Contractor
Prime contractor name
Prime contractor registration no.
Prime contractor Phone Number
Project lnformation
Awarding agency:
Awarding agency contact:
Awarding agency contact phone number:
Contract no.
Project name
Project Description
APPLY-A-LINE LLC
175 ROY ROAD SW
PAC|F|C,WA,98047
600553941
APPLYLLS34OJ
87998700
No active certifications existed when
lntent was submitted
sandy@apptyaline.com
Sablan, Sandra
APPLY-A.LINE LLC
APPLYLLS34OJ
253-299-1200
FEDERAL WAY, CITY OF/PUBLIC WORKS
PO BOX 9718 FEDERAL WAY, WA -
98063-9718
Naveen Chandra
253-835-2729
AG 20-084
2020 Pavement Markings Project
Dottar amount of your contract:
Bid due date
Contract award date
Job site address/directions:
Payment Details
Check Number:
Transaction ld:
Project Details
County where work was performed
City where work was performed
Prime contractor lntent form ld# for this project
lntent fited date
Job start date : lrtM- DD-YYYY
Date work compteted : A4M- DD-YYYY
Project Completion
King
Did your company hire any subcontractors? No
Did your company have employees perform work on this Yes
project?
Did you use apprentice employees on this project? Yes
Company Owner lnformation
How many owner/operators performed work on the 0
project that own 3Q% or more of the company?
No company owner added.
Affidavit Subcontractor(s)
No subcontractor is selected for this affidavit.
Journeylevel Wages
County Trade Occupation
Traffic Control Stripers
Page2 of 3
lnstattation of thermoptastic pavement
markings.
s 30,316.50
4t16t2020
5t19t2020
Various
107740071
King
Federal Way
1 080009
8t1312020
7 t13t2020
7 t30/2020
Wages Fringes Workers Hours
##
2 75.5034.90 17.23Journey LevelKingTraffic Control Stripers
Apprentice Wages
Journey Level 31.90 17.23 8.50
Trade Name
Traffic Control Stripers
Begin EndStep#Hour Hour
5 2334 3499
County Name
King
Name Reg
rd
Begin
Hours
197551 07 t13t2020
Page 3 oI J
Program/Occupation Name
Traffic Control Painter
End
Hours State WageS FringeS Hours
07 I 13t2020 WA s23.93 Stt.sz 8.50HAYES,
BENJAMIN
Public Notes
e Show/Hide ns Notes
No note exists
33.50WAs23.e3 s14.923499KAHULI,
MRON-
SCOTT
198952 07 t27 t2020 07 t30t202052334
33.50WAs20.74 513.e82333MAYOR,
MYLES
203253 07 t27 t2020 07 t30t202041167
s16.31 8.5007 t13t2020 07 t13t2020 WA s28.71746675833,ELLIOTT
JOSHUA
191146
Page I of4
State of Washington
Department of Labor & Industries
Prevaiting Wage Section ' Telephone 360'902-5335
PO Box 44540, Olympia, WA 98504-4540
Affidavit of Wages Paid
Proj ect Detail - Proiect Dashboard
Document Received Date:
3t6/2020
Affidavit ld: 926356 Status: Approved on
3t18t2020
lntent ld:
995274
Company Details
Name
Address
WA UBI no.
Contractor Registration no.
lndustriaI lnsurance Account ld
OMWBE Certifications as of 7 /29/2019
EmaiI Address
Fited By
Prime Contractor
Prime contractor name
Prime contractor registration no.
Prime contractor Phone Number
Project lnformation
Awarding agency:
Awarding agency contact:
Awarding agency contact phone number:
Contract no.
Project name
Project Description
APPLY-A-LINE LLC
175 ROY ROAD SW
PAC|FtC,WA,98047
600553941
APPLYLLS34OJ
87998700
No active certifications existed when
lntent was submitted
sandy@apptyatine.com
Sablan, Sandra
APPLY-A-LINE LLC
APPLYLLS34OJ
253-299-1200
TACOMA PUBLIC WORKS
747 MARKET 5T, ROOM 332 TACOMA,
wA - 98402
Jennifer Joyce
253-573-2332
460001 3803
2019 Striping Contract
Dottar amount of your contract:
Bid due date
Contract award date
Job site address/directions:
Payment Details
Check Number:
Transaction ld:
Project Details
County where work was performed
City where work was performed
Prime contractor lntent form ld# for this project
lntent filed date
Job start date:MM-DD-YYYY
Date work compteted:A{M-DD-Y\ YY
Project Completion
Did your company hire any subcontractors? Yes
Did your company have employees perform work on this Yes
project?
Did you use apprentice employees on this project? Yes
Company Owner lnformation
How many owner/operators performed work on the 0
project that own 3Q% or more of the company?
No company owner added.
Affidavit Su bcontractor(s )
Company Name UBI
ADVANCED GOVERNMENT SERV INC 6035854s4
Journeylevel Wages
lnstattation of traffic pavement
markings
s 529,828.31
5t14t2019
6t18/2019
Various
1 07381 983
Pierce
Tacoma
995274
7 t29t2019
8t12t2019
12/18t2019
License#
ADVANGS834R9
#
Workers
Page 2 of 4
#
Hours
4 124.2534.46 16.17Traffic Control Stripers Journey LevelPierce
1 8.5033.65 14.03 1Journey LevelPierceTraffic Controt Stripers
14.84 2 17.50Journey Level 32.84PierceTraffic Control Stripers
County Trade Occupation Wages Fringes
16.07 4 142.25Journey Level 37.46PierceTraffic ControI Stripers
60.0036.65 14.03 2Traffic Control Stripers Journey LevelPierce
9.0035.97 14.O3 1Journey LevelPierceTraffic Control Stripers
1 21.0035.84 14.84Traffic Control Stripers Journey LevelPierce
30.0035.43 14.84 1Traffic ControI Stripers Journey LevetPierce
8 307.0034.61 16.07PierceTraffic Control Stripers Journey Level
10.0034.61 14.84 1Journey LevelPierceTraffic Control Stripers
7.0013.20 1Journey Level 34.48PierceTraffic Control Stripers
Step#Hour Hour
Pierce Traffic Control Stripers Journey Level
Pierce Traffic ControI Stripers Journey Level
Apprentice Wages
Trade Name County Name
Traffic Controt Stripers Pierce
Begin End Name Reg
rd
Page 3 of4
31.61 16.07 9 276.75
35.69 14.84 8.00
Program/Occupation Name
Traffic ControI Painter
End
Hours State WageS FringeS HoursBegin
Hours
4
5
5
S7.66 31.0010t27 t2019 WA s18.975011000Heveroh,
Patrick
206713 09t21t20192
520. ss s1 3.20 8.5020499208/23t2019 08t23t2019 WA411672333tSenner
Jordan
20.25WAs20.s5 sl 3.20Kotlen,
Jonathan
204790 08t19/2019 09t27 t2019411672333
81.0012t09t2019WA520. s5 s1 3.202333Tuttle,
Kenneth
206721 09t30t20191167
sl 3.20 43.7512t03t2019WAs20.ss11672333Mayor
Myles
203253 08t19t20194
520. ss s1 3.20 26.5010/28t2019 11 /01 t2019 WA11672333Lamb,
Nicholas
1996314
523.40 s13.20 9. s070425808t281201908t28t2019WA411672333Nelson,
Sean
8.00WAs23.40 s1 3.20Kotten,
Jonathan
204790 10/22t2019 10t22/2019411672333
12.00WAs23.40 51 3.20Senner,
Jordan
204992 09t03t2019 09t03t2019411672333
29.0011t23t2019WA523.40 s1 3.202333Tuttle,
Kenneth
206721 10t271201941167
s1 3.20 8.0010t22t2019WAs23.4011672333Netson,
Sean
204258 10/22/20194
s23.71 s14.03 58.0009t29/2019 12t18t2019 WA23343499Cameron,
Amie
1985545
523.71 s14.03 24.5008t12/2019 10t25t2019 WA23343499Linders,
Jonathan
1991705
WA 523.71 s14.03 32.25Them,
Travis
1 98083 08t12t2019 09t25t201923343499
2334 3499 198554 09t05/7019 09t05t2019 WA s26. s6 s14.03 11.00
Page 4 of 4
6 3500 4666 191146 10t17 t2019
Cameron,
Amie
Elliott,
Joshua
10t17 t2019 WA s?e.72 514.84 7.00
Public Notes
s Show/Hide Existins Notes
No note exists
514.84 27.2509t2112019WA526.874666Jacaway,
Jacob
191931 09t12t201963500
s14.84 8.0010t09t2019WA526.873s004666Stewart,
Joshua
191344 10t09120196
514.84 56.2508t30t2019WAs29.7235004666Woods,
Everett
202493 08t25/20196
10t3012020 about:blank
State of Washington
Department of Labor & lndustries
Prevailing Wage Section - Telephone 360-902-5335
PO Box 44540, Olympia, WA 98504-4540
Affidavit of Wages Paid
Project Detail - Project Dashboard
Document Received Date:
10t9/2020
Affidavit ld:971209 Status: Approved on
10t15/2020
lntent ld:
1065601
Company Details
Name
Address
WA UBI no.
Contractor Registration no.
lndustrial lnsurance Account ld
OMWBE Certifications as of 6/1612020
EmaiI Address
Fited By
Prime Contractor
Prime contractor name
Prime contractor registration no
Prime contractor Phone Number
Project lnformation
Awarding agency:
Awarding agency contact:
Awarding agency contact phone number:
Contract no.
APPLY.A.LINE LLC
175 ROY ROAD SW
PAClFlC,WA,98047
600553941
APPLYLLS34OJ
87998700
No active certifications existed
when lntent was submitted
sandy@applyaline.com
Sabtan, Sandra
APPLY.A-LINE LLC
APPLYLLS34OJ
2s3-299-1200
BOTHELL, CITY OF
18415 101st Ave NE BOTHELL, WA '
9801 1
JamalMahmoud
425-318-9020
2076
1t3
10t3012020 about:blank
Project name
Project Description
Dollar amount of your contract:
Bid due date
Contract award date
Job site address/directions:
Payment Details
Check Number:
Transaction ld:
Project Details
County where work was performed
City where work was performed
Prime contractor lntent form ld# for this project
lntent fited date
Job start date:llM-DD-YYYY
Date work com pleted : AllM- DD-YYYY
Project Completion
Did your company hire any subcontractors?
Did your company have employees perform work on this
project?
Did you use apprentice emptoyees on this project?
Company Owner lnformation
How many owner/operators performed work on the project
that own 30% or more of the company?
No company owner added.
Affidavit Subcontractor(s)
iNo subcontractor is selected for this affidavit.
Journeylevel Wages
2020 Citywide Pavement Markings
Instattation of traffic pavement
markings.
5 94,849.40
5t15t2020
6/15/2020
Various
107702403
King
Bothett
1065601
6/16t2020
6/18t2020
7 t30t2020
Fringes #
Hours
5.50
52.00
8.00
No
Yes
Yes
0
Cou
King
tyn Trade
Traffic Control Stripers
Traffic Control Stripers
Traffic Control Stripers
Journey Levet
Journey Level
Journey Level
Occupation Wages
34.21
35.90
32.82
#
Workers
King
King
14.82
17.13
16.21
2t3
10t30t2020
Traffic Control Stripers Journey Level
Journey Level
Journey Level
about:blank
34.21
Program/Occupation Name
Traffic Control Painter
07 t16/2020 s16.31
07 t30/2020 WA 526.78 514.e2
Apprentice Wages
Trade Name
Traffic Control Stripers
County Name
King
07 t30/2020
Name Hours
Public Notes
e Show/Hide Existing Notes
No note exists
King 14.82 ,l 38.50
King Traffic Control Stri pers Journey Level 35.1 5 13.88 1
3
8.50
King Traffic Control Stripers Journey Level 34.75 17.13 53.50
King Traffic Control Stripers Journey Level
Journey Level
37.75
34.75
17.13 3
4
42.00
King Traffic Control Stripers
Traffic Control Stripers
17.23 s2.00
32.s0King37.75
41.00
17.23
13.98
3
King Traffic Control Stripers 1 3.50
Step#Begin
Hour
End
Hour
Reg
td
Begin
Hours
End
Hours State WageS FringeS
5 2334 3499 LINDERS,
JONATHAN
199170 06/18/2020
06/'t9/2020
06/18/2020 WA
WA
s23.93
s23.93
514.82
5't4.82
5.50
8.00523343499CAMERON,
AMIE
1 98554 06t19/2020
4
4
4
1167 2333 NELSON,
SEAN
204258 06t22/2020 06t26t2020 WA 520.74 513.88 30.00
1't67
1167
2333
2333
5833
LINDERS,
JASON
LINDERS,
JASON
204204 06t28t2020 06t29t2020
07 t06t2020
WA s23.se s13.88
513.e8
21.50
5.0020420407 t06t2020 WA
WA
523.s9
7
5
4667
2334
JACAWAY
JACOB
HAYES,
BENJAMIN
191931 07 t15/2020 $31.s6 14.50
4.003499197551
3/3
j City of Kent - 2021 Plastic Markings#21-3011.2
Statutory Requirements '1.6 - Valid Business License (3 Years)
OITACFi BFf:iil.lE PO9 Ilf,](;
ffiLiseruffiss ["EtHru$H
S'IAI'F OF
!,1A!ttii\j{,; tOi.l
Limited Liability Company
lssue Date: Dec 11 ,2020
Unified Business lD #: 600553941
Business lD #: 001
Location: 0001
Expires: Oct31,2021
t,
::i APPLY-A-LINE, LLC
175 ROY RD SW STE C
PACIFIC, WA 98047-2150
UNEMPLOYMENT INSURANCE - ACTIVE
TAX REGISTRATION - ACTIVE
INDUSTRIAL INSURANCE - ACTIVE
CITY ENDORSEMENTS:
FIFE GENERAL BUSINESS - NON-RESIDENT - ACTIVE
KELSO GENERAL BUSINESS - NON-RESIDENT (EXPIRES 113112021) - ACTIVE
MOUNT VERNON GENERAL BUSINESS - NON-RESIDENT - ACTIVE
BATTLE GROUND GENERAL BUSINESS - NON-RESIDENT - ACTIVE
ELLENSBURG GENERAL BUSINESS - NON-RESIDENT #8833 - ACTIVE
MUKILTEO GENERAL BUSINESS - NON-RESIDENT - ACTIVE
PUYALLUP GENERAL BUSINESS - NON-RESIDENT #9BO2B1- ACTIVE
LAKEWOOD GENERAL BUSINESS - NON-RESIDENT #BLO2-00166 - ACTIVE
BAINBRIDGE ISLAND GENERAL BUSINESS - NON-RESIDENT #12389 - ACTIVE
CHEHALIS GENERAL BUSINESS - NON-RESIDENT #16-0169 - ACTIVE
YELM GENERAL BUSINESS - NON-RESIDENT #10401- ACTIVE
SHELTON GENERAL BUSINESS #0025540 - ACTIVE
KIRKLAND GENERAL BUSINESS - NON-RESIDENT #OBL-0002796 - ACTIVE
ANACORTES GENERAL BUSINESS - NON-RESIDENT - ACTIVE
BELLINGHAM GEN ERAL BUSINESS #022861 - ACTIVE
BONNEY LAKE GENERAL BUSINESS - NON-RESIDENT - ACTIVE
BUCKLEY GENERAL BUSINESS - NON-RESIDENT - ACTIVE
EATONVILLE GENERAL BUSINESS - NON.RESIDENT - ACTIVE
GIG HARBOR GENERAL BUSINESS - NON-RESIDENT - ACTIVE
ISSAQUAH GENERAL BUSINESS - NON-RESIDENT #BUSO3-00415 - ACTIVE
tlr;s {i{rr(t!'!jr,,i!l !il1 llirt r'...gistralir:ri:-c, errrirrlcrrlertl:r, aitri lii--crtg+:; atriltlri-izcsl for thr: !rttsirttlss
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STATE OF WASHINGTON
UBI:600553941 001 0001
APPLY-A-LINE, LLC
175 ROY RD SW STE C
PAC|FtC, WA 98047-2150
UNEMPLOYMENT INSURANCE -
ACTIVE
INDUSTRIAL INSURANCE - ACTIVE
TAX REGISTRATION - ACTIVE
FIFE GENERAL BUSINESS -
NON-RESIDENT - ACTIVE
KELSO GENERAL BUSINESS -
NON-RESTDENT (EXPIRES I 131 1202',1)
Expires: Oct31,2021
i;r:,.!ri :tt !-ii: rr r-;i]..: iral:i i ii':i;
il,* { i 5 ii lu.i f. j';i'l 1.. q ii-. ii : f t :'; r:
!, {.4 ! !: {}i
iii:\i,i.iil.,i. i i t ii'l
Limited Liability Company
lssue Date: Jul 05, 2019
Unified Business lD #: 600553941
Business lD #: 001
Location: 0001
Expires: Oct 31 ,2019APPLY-A-LINE, LLC
175 ROY RD SW STE C
PAC|FIC, WA 98047-2150
UNEMPLOYMENT INSURANCE - ACTIVE
TAX REGISTRATION . ACTIVE
INDUSTRIAL INSURANCE - ACTIVE
CITY ENDORSEMENTS:
FIFE GENERAL BUSINESS - NON-RESIDENT. ACTIVE
BATTLE GROUND GENERAL BUSINESS - NON-RESIDENT - ACTIVE
ELLENSBURG GENERAL BUSINESS - NON-RESIDENT #8B33 - ACTIVE
MUKILTEO GENERAL BUSINESS - NON-RESIDENT - ACTIVE
PUYALLUP GENERAL BUSINESS - NON-RESIDENT #9BO2B1 - ACTIVE
LAKEWOOD GENERAL BUSINESS - NON-RESIDENT #BLO2-00166 - ACTIVE
BAINBRIDGE ISLAND GENERAL BUSINESS - NON-RESIDENT #12389 - ACTIVE
CENTRALIA GENERAL BUSINESS - NON-RESIDENT #6210 - ACTIVE
CHEHALIS GENERAL BUSINESS - NON-RESIDENT #16-0169 - ACTIVE
YELM GENERAL BUSINESS - NON-RESIDENT #10401. ACTIVE
SHELTON GENERAL BUSINESS #0025540 - ACTIVE
KIRKLAND GENERAL BUSINESS - NON-RESIDENT #OBL.OOO2796 - ACTIVE
ANACORTES GENERAL BUSINESS - NON-RESIDENT. ACTIVE
BELLINGHAM GENERAL BUSINESS #022861 - ACTIVE
BONNEY LAKE GENERAL BUSINESS - NON-RESIDENT - ACTIVE
BUCKLEY GENERAL BUSINESS - NON-RESIDENT. ACTIVE
EATONVILLE GENERAL BUSINESS - NON-RESIDENT - ACTIVE
GIG HARBOR GENERAL BUSINESS - NON-RESIDENT. ACTIVE
ISSAQUAH GENERAL BUSINESS - NON-RESIDENT #BUSO3-00415 - ACTIVE
LACEY GENERAL BUSINESS. NON-RESIDENT #4949 - ACTIVE
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UBI:600553941 001 0001
APPLY.A-LINE, LLC
175 ROY RD SW STE C
PAC|F|C, WA 98047-2150
UNEMPLOYMENT INSURANCE -
ACTIVE
INDUSTRIAL INSURANCE - ACTIVE
TAX REGISTRATION - ACTIVE
FIFE GENERAL BUSINESS -
NON-RESIDENT - ACTIVE
BATTLE GROUND GENERAL
BUSINESS - NON-RESIDENT -
Expires: Oct 3'1 ,2019
ffi
1331-1 APPLY-A.LINE, LLC
175 ROY RD SW STE C
PAC|F|C WA 98047-2150
DETACH BEFoRE POqMG.. .
BUSINESS LICENSE
STATE OF
WASHINGTON
Limited Liability Company
APPLY-A-LINE, LLC
175 ROY RD SW STE C
PACTFIC, WA 98047-2150
UNEMPLOYMENT INSURANCE - ACTIVE
TAX REGISTRATION - ACTIVE
INDUSTRIAL INSURANCE - ACTIVE
CITY ENDORSEMENTS:
SAMMAMISH GENERAL BUSINESS (EXPIRES 10131120191- ACTIVE
SULTAN GENERAL BUSINESS (EXPIRES 713112019) - ACTIVE
ctc HARBOR GENERAL BUSINESS (EXPIRES 10131120191- ACTIVE
tssAQUAH GENERAL BUSINESS #BUS03-00415 (EXPIRES 10/31/2019) - ACTIVE
TUMWATER GENERAL BUSINESS #r-0O4BB4 (EXPIRES 1013112019) - ACTIVE
MARYSVILLE GENERAL BUSINESS #3232CON501 (EXPIRES 10131l20',lg) - ACTIVE
SHoRELTNE GENERAL BUSINESS (EXPIRES 10t3112019) - ACTIVE
ANACORTES GENERAL BUSINESS (EXPIRES 513112019) - ACTIVE
BONNEY LAKE GENERAL BUSINESS (EXPIRES 10/31i2019) - ACTIVE
LAKE STEVENS GENERAL BUSINESS (EXPIRES 10/31/2019) - ACTIVE
STANWOOD GENERAL BUSINESS (EXPIRES 1013't12019) - ACTIVE
LONGVIEW GENERAL BUSINESS #2737s (EXPIRES 1013112019) - ACTIVE
EATONVILLE GENERAL BUSINESS (EXPIRES 10t3112O19) - ACTIVE
poRT oRCHARD GENERAL BUSINESS #8000673 (EXPIRES 1013112019) - ACTIVE
BUCKLEY GENERAL BUSINESS (EXPIRES 1013112019) - ACTIVE
oLYMPIA GENERAL BUSINESS #8326 (EXPIRES 1013'1120191- AcTlvE
UNIVERSITY PLACE GENERAL BUSINESS (EXPIRES 813112019) - ACTIVE
VANCOUVER GENEML BUSINESS (EXPIRES 10131t2019) - AGTIVE
WASHOUGAL GENERAL BUSINESS (EXPIRES 8/31/2019) - ACTIVE
SEDRO WOOLLEY GENERAL BUSINESS (EXPIRES 9/30/2019) - ACTIVE
pouLSBO GENERAL BUSINESS #704 (EXPIRES 10/31/2019) - ACTIVE
Unified Business lD #: 600553941
Business lD #: 001
Location:0001
Expires: Dec 31 ,2018
Director, Department of Revenue
This document lists the registrations, endorsements, and licenses authorized for the business
named above. By accepting"this document, the licensee certifies the information on the application
was complete, true, aird alcurate to the best of his or her knowledge, and that business will be
conducted in compliance with all applicable Washington state, county, and city regulations.
STATE OF WASHINGTON
Apply-A-llne, ttcClly ol Kenl - 2021 Plostlc Mcrkings - Project No. 21 -301 1.24. EXPERIENCE4.1 Colegories of workTroffic Povement Morkings on City, Counly, Siole ond Federol Highwoys, Airports ond Commerciol Porking Areos:Specificolly instolloiion of :Extruded concrete, ospholl, block ond precost curbLone morkers, Plostic bullons ond Rumble borsHighwoy / Airport point stripingRemovol of Point ond Plqsiics {including shot blosting, grinding ond High Pressure woJer removol)Applicotion of hol, cold ond inloid thermoplqsticsDurostripeRumble stripsSignoge4.4 Mojor Projeck - *CunenlJul-21Sep-21Oct-21Lynnwood Link Extension 1300l-5, SRs10 l/C Reconshuciion #9297Povement Morkings Jefferson County$239,304.s0$552,269.00$402,330.00Sound Tronsil (Skonsko Constructors-Prime) Robin ClorkeWSDOT {Scorsello Bros.-Prime) Tom KressJetferson Counly Dole SewordADDRESS1995 Aguo Monso RdPO Box 68697623 Sheridon StRiverside CA 92509Seotile WA 98158PtTownsend WA 98368{95l) 684-s360 90%l2s3l 872-7173 90%{360) 38s-9r60 65%*Apply-A-Line hos numerous contrqcts in vorious sloges ot compleieion wiih vorious public works entitites.4.5 ^ oJor Prolects - CompleleYEAR ..NTRACT 7o owNCOMPLETE PROJECT AMOUNT OWNER CONTACT ADDRESS -PHONE FOBQES2Ot8 20iSSheetSlripinS $21,234.00 Cilyof Bonneyloke SteveWillodson POBox7380 Bonneyloke WA 98391 l25l1 e62-8602 100%2Ol8 20isFridoyHoricoiRoodSlripe g7,5l8.OO Cityof FridoyHorlcor DoveSmiih POBox2l9 FridoyHorborWA93250 (360) 378-3192 1OV.2018 DNROlytS-t32018HMls+riping 922,109.58 WADeptNoturol Resources PomSuslick 4ll TillicumLn Forks WA 98331 (360) 3742831 100%2018 2018 City of tssoquoh nooa stripe 927,880.00 City of lssoquoh Mork Pitzen PO Box 1307 lssoquoh W A 98027 (4251 837-3449 100%2Ol8 2Ot8 Mutitpte Moieriols Project - Povement Morking $55,357.23 Asotin Counly G|enn Schornhorst PO Box 160 Asotin WA 99402 1509lr 243-2074 lO0%2Ol8 2018 Rood Resiriping $94,218.88 Ciiy of Morysville Joke Wetzel 80 Columio Ave Morysville W A 98270 (360) 363-8260 100%2Ot8 20tsJeffersonCounlyRoodStripe 9306,/63.89 JeffersonCounty DoleSeword 623SheridonSl PortTownsend WA 98368 {360)385-9353 100%2019 26lgStreetPqvemeniMorkingProgrom 9181,811,00 Cityof Mill Creek LorryCelustko 15728MoinSt Mill Creek WA 98012 (425)551-7254 100%2O1g 20tgAnnuol City-WideSi1pingMointenonce 940,325.00 CiiyofMountlokeTenoce MorcSeferion 610020l9thStSW MountlokeTenoceWA980a(425) 74+6265 lOO%ZOlg povement Morking lnsiolloiion 2019 g38,SlO.OO City of Mercer lslond Brion Hortvigson 961I SE 361h Sl Mercer lslond WA 98040 (2061 275-7809 1007"2019 2Ol 9 tssoquoh nooa Stripe $28,O8O.OO City of lssoquoh Mork Pilzen PO Box I 307 lssoquoh W A 98027 1425l. 837-3449 100%2O1g 26lgcityof BuckteyRoodStripe 916,979€0 Cityof Buckley JohnDonsby POBox 1960 Buckley WA 98321 '253l' 261-9826 100%2O1g 2019 Fridoy Horbor Rood Slripe $Z,88Z.SO Ciiy of Fridoy Horbor Dove Smilh PO Box 219 Fridoy Horbor WA 98250 (360) 378-3192 \ffi%2O2O 2019 Striping Conlroct 9584,206.52 City ot Tocomo Michoel Slode 742 Morket Sl Room 522 Tocomo WA 98402 (253) 591-2004 80%2OZO Greenwoy Fovement Morkings Phose 1 9107,930.00 Ciiy of Federal Woy Noveen Chondro 33325 8lh Ave 5 Federol Woy WA 98003 (2531 835-2729 100%ZOZO 2020 Annuot Striping Progrom 9326,803.00 Klickitol County Don Bellomy 228 W Moin ST MS-CH '19 Goldendole WA 98520 (509177X2371 100%2o2o 2g2gpovemeniMo;king 9102.995.55 Ciiyof Everett MikeKongqs 3200CedorSt Everett WA 98201 (425)2574840 100%ZO2O 2020 Citpvide Povement Morkings 967,800.00 City of Bothell Jomol Mohmoud 18415 l0lsi Ave NE Bothell WA 9801I (425) 318-9020 100%ZO2O 2O2OCny of portOrchordThermoplostic 939,734.00 Cityof PortOrchord TonyLong 216ProspectSt PortOrchord WA 98366 (3601 535-2490 100%2O2O 2020 povemenl Morkings 930.366.00 City ot Federol Woy Noveen Chondro 33325 8ih Ave S Federol Woy WA 98003 .253lr 835-2729 100%2OZO 2020Annuol City-Wideahiping g32,562.20 Cilyof MounllokeTerroce Morcseferion 61002l9thStSWSte200 MounilokeTenWA98043 (4251 77G1161 100%2OZO Cityof tssoquohRoodslriping 925,280.00 Cityof lssoquoh MorkPifzen POBoxl3O7 lssoquqh WA 98027 1425)837-3449 100%2OZO 2g2gcityoiBonneyLokeRoodstripe 924,853.50 CityofBonneyLqke TrissWeber POBox7380 Bonneyloke WA 98391 12531447-4320 100%2OZO 2020 City of Pocific Rood Stripe 912,775.00 City of Pocific Jomes Schunke 100 3rd Ave SE Pocific WA 98047 12531 929-1116 100%2O2O 2020 City of Aberdeen Rood Shipe 910,303.20 City of Aberdeen Sheilo Pellegrino 200 E Morkel Aberdeen WA 98520 {350) 537-3237 IOO%ZOZO 2020 Fridoy Horlcor Rood Stripe g7,887.80 City of Fridoy Horbor Dove Smilh PO Box 219 Fridoy Horbor WA 98250 {360) 378-3192 lOO%
!Apply-A-Line, [[CCity of Kenl - 2021 Pldstic Jllqrkings - Projecl No. 2l -301 1.24. EXPERIENCE4.6 Conslruclion ExperlenceApply-A-Line hos been o Speciolty Conlroctor in Trqffic Pqvement Morkings for 37 yeors, bockedwiih o veleron stoff odepi in odminisirotive qnd field experience, estimoting, scheduling ond operoiions monogemenlApply-A-Line hos built o solid reputotion with Ciiy, Counly, Siole ond Federol Highwoy Agencies, US Militory qnd Airporl:wilh our knowledge, experience, estimoting, scheduling ond operotions monogemenl.We oltribute our success to the experience of our personnel qnd their dedicotion to providing quolity workmqnship ond timeliness in compleling eoch projectAdditionolly, we moinioin opproximotely 35 union iroined {Closed Union Shop) ioumeymen ond oppreniices yeqr round. Our employees ore required to ottoirWe volue our obility to deliver quoliiy service with stote of lhe ort technology ond equipmeni ond ore commitled to the highesl siondords 01professionol workmonship ond cuslomer service.Michoel LiliesiromRon ReillyMike SusnerRuss StelsonDove BennettJon WellsJeff DeonJomes SusnerLeo Vega-MortinezPresidentAssisloni Vice PresidenlEslimolorBtimotorOperotions MonogerJourneymon PointerJoumeymon PointerJourneymon PointerJoumeymon Pqinter43 Yeors39 Yeors43 Yeors32 Yeors26 Yeors18 Yeors18 Yeors3l Yeors20 YeorsAdministrotion, building ond operolion of highwoy striper. estimoting, mointenonce, supervision, dispotch ond schedulingOperoiions Monogemenl, esiimoling, supervision of personnel, field experience ond operotionsField operotions experience, estimoting, scheduling, supervision of personnel, dispotching crewsField experience, estimoiing, project monogetField operolions ond experience, scheduling, supervision ot personnel.dispolching crewsField operotionsField operotionsField operoiionsField operolions
1
Apply-A-tine, ILC
Cfi of Kent - 2021 Plqstic Morklngs - Projecl No. 2l -301 1.2
4-EXPERIENCE
4.7 - Mqjor Equipmenl
FTEET # DESCRI . VEHICTES FTEEI # DESCRIPTION .
450
455
465
510
550
575
595
625
670
7lo
730
745
765
7?O
800
805
810
850
865
890
900
920
925
930
?40
r010
r 015
r 060
r 070
I 095
I 100
il10
il15
I 120
1 r25
li60
lt65
I 170
\175
1l85
1275
r 280
I 285
1290
r 320
1330
r335
t 340
I 350
I 365
1 370
I 375
r390
I 395
r 400
1405
t4r0
1445
I 455
1460
1465
r490
1495
r530
1535
1565
I 520
I 605
INTERNATIONAL FLATBED D
INTERNATIONAL FLATBED D
INT'L BOB TAIL TRACTOR D
FORD F25O PICKUP U
INTERNATIONAL FLATBED D
INTERNAlIONAL FLATBED D
INTL FLATBED D
FORD RANGER U
INTERNATIONAL 5 DUMP TRUCK D
FORD F25O PICKUP D
Ford Super Crew F I 50 U
INTERNATIONAL Flotbed MMA Supply Truck D
INTERNATIONAL Flotbed MMA Supply Truck D
INTERNATIONAL 5 YARD DUMP D
FORD F25O D
Ford F250 D
Ford F250 D
lnternotionol Thermo S/F D
Ford F250 D
GMC T75OO SINGLE AXLE, WLIFI AXLE (STRIPER) D
INTERNATIONAL THERMO S/F D
FORD F 250 PICKUP D
FORD F35O PICKUP D
TANDEM AXLE, DAY CAB ond CHASSIS HAUL TRUCK
FREIGHTLINER SINGLE AXLE, WLIFI AXLE (STRIPER) D
FREIGHTLINER SINGLE AXLE, WLIFI AXIE ISTRIPER} D
FORD F35O FLATBED D
FORD RANGER U
FORD RANGER U
FORD F150 PICKUP U
FORD FI50 PICKUP U
FREIGHTLINER D Pulls Lowboy TRL 160 D
FREIGHTLINER SINGLE AXLE, W/LIFI AXLE (SIRIPER) D
FORD RANGER PICKUP U
GMC W-4500 STRIPER D
FORD TYMCO 600 FHD SWEEPER D OOS
FORD FI50 PICKUP U
ISUZU NPR'l2ft Flqlbed D
INTERNATIONAL 8600 TANDEM AXLE FLATBED D
INTERNATIONAL 8600 TANDEM AXLE TRUCK UHP Truck D
ELGIN BROOM BEAR D
ISUZU NPR-HD Lone Morker U
ISUZU NPR FTATBED D
FREIGHTLINER FLATBED D
CHEVROLEI 25OO SILVERADO U
CHEVROLET 25OO SILVERADO U
INTERNATIONAL 8600 MMA STRIPER D
FREIGHTLINER STRIPE REMOVAL SYSTEM-UHP D
DODGE RAM ISOO SUPER CAB U
DODGE RAM I 5OO SUPER CAB U
ISUZU NPR U
INTERNATIoNAL 8600 MMA Striper D
CHEVROLET 25OO SILVERADO U
CHEVROLET 25OO SILVERADO U
INIERNATIONAL 8600 SINGLE AXLE, WLIFI AXLE (STRIPER) D
CHEVROLEI COLORADO U
CHEVROLET COLORADO U
CHEVROLET COLORADO U
CHEVROLET 25OO SILVERADO U
CHEVROLEI COLORADO U
CHEVROLET C35OO U
CHEVROLET 35OO U
CHEVROLET 35OO U
CHEVROLET 25OO SILVERADO U
CHEVROLEI 25OO SILVERADO U
INTERNATIONAL 8600
ISUZU NPR U
RAM 35OO U
RAM 35OO U
CHEVROLEI SILVERADO
48
105
r55
160
205
220
230
250
255
265
270
300
315
330
335
370
390
400
4t0
42s
435
470
s00
s05
530
540
560
570
600
605
610
615
620
625
630
640
650
675
680
685
785
800
810
820
830
835
845
855
865
820
900
9r5
920
945
955
965
?70
975
990
1025
I 040
't065
1 085
|t00
MISC
ROSCO RB48 SWEEPER
HOFFMAN PROFILE MACHINE
TMT 75D DURA.STRIPE PROFILE RIG
JD855 #l Gdnder
LINE LAZER
Homemode mochine / Corey Groy
THERMO APPLICATOR
JD 855 #3 Grinder
HYSTER FORKLIFT
LINE LAZER
LINE TAZER
THERMO APPLICATOR
Voxcovotor Model VT 800 DHD 800 Gol lrlr mid
JD 855 #6 Fronl Loqder
M-60D 5/ HP DieselselFpropelled sow
M-60D 57 HP Diesel self-propelled sow
HYSTER FORKLIFT
DICKSON ROAD PRO 6IZO
Welder
JD 4720 TRACTOR
Welder
MILLER EXTRUDED CURB MACHINE
2OOO LB THERMO PRE METTER
Wirtgen W500 Rumble Culter
Generolion 2 Jet Dryer
DELTA LTL-X RE]ROMETER WGPS
JD 855 Grinder #8
Wirtgen W60 Rumble Culler
LINE LAZER
THERMO APPLICATOR
NLB Woter Blosler Mounled on Truck # I I Z0
MMA Slruclured Line Applicotor
RADIANT HEATER MODEL KM4-20 Airmork
WIRTGEN W35DC
LINE LAZER
LINE LAZER
RUMBLE STRIP CUT]ER HEAD
300 Gol point tonk w/ogitoior {2)
LINE LAZER
LINE LAZER
l0'Slroroge Unit
HEA]ER, SR28
VT3000 Vocuum System
(6) MMA Meiers
LINE LAZER
HEATER, SR2B
HEATER, SR2B
JD 855 Front Looder
Hond Grinders-Edco, Von Arx, Smilh
25D, MMA sproy rig
25D. MMA sproy rig
Thermomork Foslmell 650
THERMO APPLICATOR
THERMO APPLICATOR
LINE DRIVER HD
LINE LAZER
LINE DRIVER HD
LINE DRIVER HD
LINE DRIVER HD
CRAFCO SS125 otloched to lruck 1350
Supershoi 60 Diesel Skid Mount Bilum. Meller
Hydroulic Truck Conveyor
Messoge boord, lruck mounled Truck 810
John Deere 2032 R
MINI MAC 4OO
lhermomork 250 Hondliner
'':(
Apply-A-tine, LLC
; City of Kent - 2021 Plostlc Morkings - Project No. 21'3011.2
4-EXPERIENCE
4.7 - Mojor Equlpmenl
NUMBER DESCRIPIION - TRAIIER5
HOFFMAN TRAILER TFB9MOOI
TRAILMAX TILTBED TRL WIRTGEN TRAILER
TOWMASTER T.I2.T
7XI8 BULLDOG TILT-BED (PWR MAC TRLR)
Tow Mosler T-12-T
2002 Towmosler T-l 2-T lilt Trlr l8'
2002 Towmoster T-l 2-T lilt Trlr 16'
DICKSON INDUSTRIES (BIG TURBO TRLR)
lnierstole while corgo trlr MMATRAILER
Bulldog till Troiler
Bulldog till Troiler
Voclron 800 gol voc-troiler (vt pmd800sdt)s/n 8DHD05l I 0l 35P
38' Low Boy Troilking TK7OHT
HOMEMADE UTILITY TRAILER
INTERSTATE CARGO Model ISFC I 0228TAZ AIRMARK TRLR
PACE 4171697A3 CARGO TRAILER CURB TRAILER
TRAILER,2OO3 GREAT LAKES PUP I6'
Block Poinl/Airport Troiler
Bulldog 20' enclosed koiler
TRAILMOBILE
7K HD TILT
0r0
025
035
040
045
060
065
'I 15
120
125
r30
150
160
173
r95
200
4aa
245
250
698
310
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 (February 23, 202L), the bidder has not been disqualified
from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3).
Applv-A-Line, LLC
Bidder's Business Na ,
Signature of Authorized Officialx
Ron Reilly
Printed Name
Assistant Vice President
Title
Washingtono2123/2O2L
Date
Pacific
City
* 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.
2021 Plastic Markings/Araucto
Project Number: 2I-3OLL.2
State
16 February 8,202L
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 (February 23, 202I), the bidder is not a "willful" violator, as
defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW,
as determined by a final and binding citation and notice of assessment issued by the
Department of Labor and Industries or through a civil judgment entered by a court of
limited or general jurisdiction.
I certify under penalty of perjury under the laws of the State of Washington that the
foregoing is true and correct.
Applv-A-Line, LLC
Bidder's Business Name
Signature of Authorized Officia
Ron Reillv
Printed Name
Assistant ce President
Title
0 o2r
Date
Pacific Washington
StateCity
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'
2021 Plastic Ma rkings/Araucto
Project Number: 2L-30LL2
T7 February 8,2O2I
PROPOSAL SIGNATURE PAGE
The undersigned bidder hereby proposes and agrees to start construction work on the
Contract, if awarded to him/her, on or before ten (10) calendar days from the date of
the Notice to Proceed, and agrees to complete the Contract within twenty-five (25)
working days after issuance of the City's Notice to Proceed.
The undersigned bidder hereby agrees to submit all insurance documents,
performance bonds and signed contracts within ten (10) calendar days after City
awards the Contract. The City anticipates issuance of the Notice to Proceed on the
day of the preconstruction meeting.
No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the
day of bid opening,
The required bid security consisting of a bid bond, cashier's check or cash in an
amount equal to 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.'s [ ,
-, -,
to the plans and/or
specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda
may be considered an irregularity in this proposal'
By signing this Proposal Signature Page, the undersigned bidder agrees to accept all
contract forms and documents included within the bid packet and to be bound by all
terms, requirements and representations listed in the bid documents whether set forth
by the City or by the Bidder.
DATE:02/23/202r Aoolv-A-Line. LLC
NAME
Signature of Authorized Re ntative
Ron Reilly, Assistant Vice President
(Print Name and Title)
175 Rov Rd SW Bld o c
Address
Pacific WA 98047
2021 Plastic Ma rkings/Araucto
Project Number: 2l-3OtL.2
18 February 8,202L
KENT
PUBLIC WORKS DEPARTMENT
Mark Howlett, P.E.
Interlm Deputy Director/City Engineer
400 West Gowe
Kent, WA 98032
Fax: 253-856-6500
PllONEr 253-856-5500WagHtNGToN
FROM:
TOr
CITY OF KENT
KING COUNru WASHTNGTON
2O2t Plastic Markings
Project Number: 21-3OIL.2
ADDENDUM No. 1
February 1.6,2O2t'
The Office of the City Engineer' Kent Washington
All Plan Holders of the Project specifications and Plans
This addendum forms a part of the Gontract documents and modifies the Proiect
proposat and Specifications and Contract Drawings in accordance with the
followingl
ALL CHANGES ARE REFLECTED IN RED
I - KEI{T SPECIAL PROVISIONS
Page 8-1 - Section 8'22'2 - Materials
REVISE Type A as follows:
Type A (Liquid Hot Applied Thermoplastic) plastic material shall be used when applying
the following Pavement markings.r Plastic Crosswalk Lineso Plastic StoP Linesr Plastic Yield Line SYmbol
r Plastic Railroad Crossing makings
o Intersection Turn Extension Line
END OF ADDENDUM NO. 1
6-
Mark Howlett, P.E.Date
1
Interim Deputy Dlrector/City Engineer
S-*Lrs*i**ffik
CASHIER'S CIIECK
34-827 11231
DATE CIMCK NUMBER
Feb 22, zozt 1391556
$ ******5,500.00
PAY
TO THE
ORDER
OF
*Void if over $6,500.00
Purchaser RONALD REILLY
,F{<{.CITY OF KENT***
r! I ?5 tOB d? ?tl tt'.9OOOOOOO l{tt'
The condition of this obligation is such that if the Obligee shall make any award to the
Principal for 2O2L Plastic Markings/Project Number: 21-3011.2
According to the terms of the proposal or bid made by the Principal thereof, and the
Principal shall duly make and enter into a contract with the Obligee in accordance with
the terms of said proposal or bid and award and shall give bond for the faithful
performance thereof, with Surety or Sureties approved by the Obligee; or if the
Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal
amount of the deposit specified in the invitation to bid, then this obligation shall be
null and void; otherwise it shall be and remain in full force and effect and the Surety
shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the
amount of this bond.
SIGNED, SEALED AND DATED THIS DAY OF 2027.
PRINCIPAL
SURETY
n. l l q l 5 5 Ett'
SIX THCIUSAND FJVH HUNDRED AND NO/ 3"0 CI nOLLARS* * * * * * * * * * * * * * * * * * * * * * * * * * * *
20
Received return of deposit in the sum of $
2021 Plastic Markings/Araucto
Project Number: 27-3OII.2
19 February B,2027
CITY OF KENT
COMBINED DECLARATION FORM:
NON-COLLUSTON, MTNTMUM WAGE
NON.COLLUSION DECLARATION
I, by signing the proposal, hereby declare, under penalty of perjury under the
laws of the United States that the following statements are true and correct:
1. That the undersigned person(s), firm, association or corporation has
(have) not, either directly or indirectly, entered into any agreement'
participated in any collusion, or otherwise taken any action in
restraint of free competitive bidding in connection with the project
for which this proposal is submitted.
2. That by signing the signature page of this proposal, I am deemed to
have signed and to have agreed to the provisions of this declaration.
AND
MINIMUM WAGE AFFIDAVIT FORM
I, the undersigned, having duly sworn, deposed, say and certify that in connection
with the peformance of the work of this project, I will pay each classification of
laborer, workman, or mechanic employed in the performance of such work not less
than the prevailing rate of wage or not less than the minimum rate of wage as
specified in the principal contract; that I have read the above and foregoing statement
and certificate, know the contents thereof and the substance as set forth therein is
true to my knowledge and belief.
2OZI Plastic Markings
Project Number: 2L-3Ot L.2
NAME OF PROJECT
Apply-A-Line, LLC
NAME OF BIDDER'S FIRM
SIGNATURE OF AUTHORIZED RESENTATIVE OF BIDDER
Ron Reilly, Assistan President
2021 Plastic Markings/Araucto
Project Number: 2t-3}t1-2
20 February B,2O2I
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 Orioinal Contract & Proiect #. if apolicable]
ORIGINAL CONTRACT DATE :llnsert Date Original Contract was Siqnedl
This Change Order amends the above-referenced contract; all other provisions of the
contract that are not inconsistent with this Change Order shall remain in effect. For valuable
consideration and by mutual consent of the parties, the project contract is modified as follows:
1, Section 1 of the Contract is hereby modified to revise existing work as follows:
In addition to work required under the original Agreement and any
prior Amendments, Contractor shall provide all labor, materials, and
equipment necessarY to:
[Insert detailed description of additional materials, services, etc., that
are needed which necessitate this change order - Be as detailed as
possible. You may also refer to an attached exhibit, but clearly
identify the exhibit by title and datel
2. The contract amount and time for performance provisions of Section 1 of the
Contract are also modified as follows:
Original Contract Sum,
(including applicable alternates and
WSST)
$
Net Change by Previous Change Orders
(incl. applicable WSST)
$
Current Contract Amount
(incl. Previous Change Orders)
$
Current Change Order $
Applicable WSST Tax on this Change
Order
$
Revised Contract Sum $
2021 Plastic Markings/Araucto
Project Number: 2I-30It.2
2L February 8,2O2L
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 1-04.4 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 oi nature arising from or connected with any work either covered or affected by this
Change Order, including, without limitation, claims related to contract time, contract
acceleration, onsite or home office overhead, or lost profits. This Change Order, unless
otherwise provided, does not relieve the Contractor from strict compliance with the guarantee
and warranty provisions of the original contract, particularly those pertaining to substantial
completion date.
All acts consistent with the authority of the Agreement, previous Change Orders (if any),
and this Change Order, prior to the effective date of this Change Order, are hereby ratified and
affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change
Order shall be deemed to have applied.
The parties whose names appear below swear under penalty of perjury that they are
authorized to enter into this contract modification, which is binding on the parties of this
contract,
3. The Contractor will adjust the amount of its performance bond (if any) for this
project to be consistent with the revised contract sum shown in section 2, above'
IN WITNESS, the parties below have executed this Agreement, which will
become effective on the last date written below.
2021 Plastic Markings/Araucto
Project Number: ZL-3OIL.2
CONTRACTOR:
By
(signature)
Print Name
I fc
(title)
DATE:
CITY OF KENT:
By
(signature)
Print Name: Chad Bieren. P.E.
Its Interim Public Wor
(titte)
DATE:
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
22 February B,2O2I
BIDDER'S CHECKLIST
The following checklist is a guideline to help the Contractor make sure all forms are
complete. The bidder's attention is especially called to the following forms. Failure
to execute these forms as required may result in rejection of any bid.
Bidder's Package should include the following:
Bid Document Cover Sheet filled out with Bidder's Name .'....tr
Order of Contents........... .............. tr
Invitation to Bid
Contractor Compliance Statement......
Date
Have/ have not pa rticipated acknowledgment...........
Signature and address ....'...
Declaration - City of Kent Equal Employment Oppoftunity 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 $1M - HVAC, Plumbing, & Electrical)............
Subcontractors listed ProPerlY
Signature
Subcontractor List (contracts over $1M - Structural Steel & Rebar Installation)..
Subcontractors listed proPerly
Date and signature .......
Contractor's Qualification Statement ............
Complete and notarized
Statement that Bidder Has Not Been Disqualified .........
Certification of Compliance with Wage Payment Statutes
Proposal Signature Page
All Addenda acknowledged
Date, signature and address ........
Bid Bond Form
Signature, sealed and dated
Power of Attorney..........
(Amount of bid bond shall equal 5o/o of the total bid amount)
Combined Declaration Form
Signature
Change Order Form
Bidder's Checklist
The following forms are to be executed after the Contract is awarded:
A) CONTRACT
This agreement is to be executed by the successful bidder.
B) PAYMENT AND PERFORMANCE BOND
To be executed by the successful bidder and its surety company.
The following form is to be executed afterthe Contract is completed:
A) CITY OF KENT EOUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT
To be executed by the successful bidder AFTER COMPLETION of this contract.
2021 Plastic Ma rkings/Ara ucto
Project Number: 2L-30LL.2
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
tr
23 February 8,202t
KENT
PAYMENT AND PERFORMANCE BOND
TO CITY OF KENT
Bond No. ES00007362
KNOW ALL MEN BY THESE PRESENTS
That we, the undersigned,App LLC
as Principal, and Everest Reinsur.qnce Gg4pany . . *. *
a Corporation organized and existing under the laws of the State of Washington, as a
Surety Corporation, and qualified under the laws of the State of Washington to
become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are
jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of
5 tZs,SsZ.Oo.. , together with any aQjustments, up or down, in the total contract
price because of changes in the contract work, for the payment of which sum on
demand we bind ourselves and our successors, heirs, administrators or personal
repreSentatives, as the CaSe may be. --Ione HundredrwentyFiveThousandrhreeHundrcdFiftvsevenand00/1001
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 2O2l Plastic
Markings/Project Number:21-3O11.2 (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 C ITY 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'
tN 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.
2O21 Plastic Markings/Araucto
Project Number: 21 -3011.2
24 February 16,2021
TWO WITNESSES
Jennifer Hoxig --PRINT NAME
DATE: 03/LL/202L
TITLE A SS1 .stant Vic
Apply-A-Line, LLC
PRINCIPAL (enter above)
BY
Ron Rei11y
Pres'i dent
DArE. 03/LL/202L
<.-Bvr CORPORATE SEAL
Sandra Sablan
PRINT NAME
DATE: 03/LL/202L Everest Reinsurance ComPanY
SURETY
CORPORATE SEAL a
DATE. March 4,2021
TITLE:Aaron P. Clark, Attorney-ln-Fact
ADDRESS P.O. Box 830
Liberty Corner, NJ 07938 - 0830
CERTIFICATE AS TO GORPORATE SEAL
I hereby certify that I am the (Assistant) Secretary of the Corporation named as
Principal in the within Bond; that
Who signed the said bond on behalf of the Principal
of the said Corporation; that I know his signature thereto is genuine, and that said
Bond was duly signed, sealed, and attested for and in behalf of said Corporation by
authority of its governing body.
SECRETARY OR ASSISTANT SECRETARY
BY
202 1 Plastic Markings/Araucto
Project Number: 21 -3O1 1,2
25 February 16,2021
J*
.c'IEREE\POWEROF ATTORNEY
EVEREST REINSURANCE COMPANY
DELAWARE
KNOW ALL PERSONS By THESE pRESENTS: That Everest Reinsurance company, a corporation_^of ^the.
state of Delaware
(,,Compan/) having its principai-omce tocaGa at 477 Martinsville Road, Liberty coiner, New Jersey 07938, do hereby nominate,
constitute, and appoint:
Florcnce Mc}Iettan, Kristin Dartlng, Aaron p. Ctark, Autumn Stocklon, Robert F. Bobo, Timothy F' Kelly
its true and lawful Attorney(s)-in-fuct to make, execute, aftest, seal and deliver for and on its behalf, as surety, and as its act and deed'
where required, any and all Oonds and undertakings in the naiure thereol for the penal sum of no one ofwhich is in any event to exceed
UNLIMITED, reserving for itself the full power of substitution and revocation'
Such bonds and undertakings, when duly executed by the aforesaid Aftorney(stin-fact shall be binding upon the Company as fully and to
the same extent as if such bonds and indertakings were signed by the President and Secretary of he Company and sealed with its
corporate seal.
This power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Board
of Directors of Company ("Board") on the 28th day of July 201 6:
RESOLVED, that the president, any Executive vice President, and any senior vice President and Anthony Romano are
hereby appointed by the Board as authorized to make, execute, seal and deliver for and on behatf of the Company, any and all bonds'
undertakings, contracts or obligations in surety or co-surety with others and that the Secretary ot any Assr:stant se cretary of the Company
be and that each of them heieby is authoriied fo affesf to the execution of any such bonds, undertakingg contracts or obligations in
surety or co-surety and aftach thereto the coryorate seal of the Company'
RESOLVED, FURTHER, that the Prcsident, any Executive Vice President, and any Senior Vice President and Anthony
Romano are hereby authorized to execute powers of attorney quatifying the attorney named in the given power of attomey to execute' on
behalf of the Company, bonds and underlakings in surely or co-surety with others, and that the Secrctaty or any Ass':sfanf Secretary of
the Company be, and that each of them is hereby auhorized to attest the execution of any such power of aftorney, and to aftach thereto
the corporate seal ofthe comqanv'
RESOLVED, FURTHER, that the signature of such officets named in the preceding resolutions and the corporate seal of the
Company may be atrixed to such powers of afromey or to any certificate relating thereto by facsimile, and any such power of attorney or
certificate beaing such facsimite signatures or facsimile seat shalt he thereafter valid and binding upon the Company with respect to any
bond, undertaking, contact ot obligation in surety or co'surety with others to which it is attached'
lN WITNESS WHEREOF, Everest Reinsurance Company has caused their corporate seals to be affixed hereto, and these presents to
be signed by their duly auttlorized officers 0ris 28th day of July 201 6'
l,MJn'rL
Everest Reinsurance GomPanY
ds
On this 2gth day of July 2016, before me personally came Anthony Romano, known to me, who, being duly sworn, did execute the above
instrument; that he knows the seal of said Company; that the seal affixed to the aforesaid instrument is such corporate seal and was
affixed thereto; and that he executed said instrument by like order.
Pu-
Attest: Nicole Chase, Assistant Secretary By: Anthony Romano, Vice President
LINDA ROBINS
Notary Public, State of New York
No 01R06239736
Qualified in Quosns County
Term Expires Aptil 25, 2023
Linda Robins, Notary Public
lN WITNESS WHEREOF, I have hereunto set my hand a'nd affixed the seal of said Company, at the Liberty 6s1ns1, 16;5 4th 66y
of March
ES 00 01 04 16
2021
CONTRACT
THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington
municipal corporation ("City"), and Applv-A -Line. LLC
organized under the laws of the State of Washington located and doing
business at L75 Rd SW. Blde C.Pacific l,{A 98047 ("Contractor").
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:
1. The Contractor shall do all work and furnish all tools, materials, and equipment
for 2O2L Plastic Markings/Project Number: 21-3O11.2 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 2O2t 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 2O2L WSDOT Standard Specifications
including the latest amendments issued by WSDOT as of the date of bid
opening. Unless otherwise directed by the City, work shall start within ten (10)
days after the City issues its Notice to Proceed and work shall be physically
completed within twenty-five (25) working days. The term of this Contract
shalI continue until all work has been completed, Final Acceptance has occurred,
and all Contractor obligations have been fulfilled.
The Contractor shall provide and bear all expense of all equipment, work, and
labor of any sort whatsoever that may be required for the transfer of materials
and for constructing and completing all the work provided for in the Contract,
except where the specifications allocate that responsibility to the City. The total
contract amount for all Work performed under this Contract, including
Washington State Sales Tax, is $L25,357.
The City hereby promises and agrees with the Contractor to employ, and does
employ, the Contractor to provide the materials and to do and cause to be done
the above described work and to complete and finish the same according to the
Contract and the terms and conditions herein contained and hereby contracts to
pay for the same according to the Contract and the schedule of unit or itemized
prices provided by Contractor in its response to the City's bid, at the time and
in the manner and upon the conditions provided for in the Contract.
The Contractor for itself, and for its heirs, executors, administrators,
successors, and assigns, does hereby agree to the full performance of all
covenants herein contained upon the part of the Contractor.
2
3
2021 Plastic Markings/Araucto
Project Number: 2I-3OIL.2
26 February 23,2O2I
4
5
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,
irjuries, damages, losses or suits, including all legal costs and attorney fees,
aiising out of or in connection with the performance of this contract, except for
ifluries and damages caused by the sole negligence of the City.
The City's inspection or acceptance of any of Contractor's work when completed
shall not be grounds to avoid any of these covenants of indemnification.
Should a court of competentjurisdiction determine that this contract is subject
to RCW 4.24.115, then, in the event of liability for damages arising out of bodily
iqjury to persons or damages to property caused by or resulting from the
concurrent negligence of the Contractor and the City, its officers, officials,
employees, ag-ents and volunteers, the Contractor's liability hereunder shall be
only to the extent of the Contractor's negligence.
IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE
INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S
WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW,
SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES
FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS
WAIVER.
The provisions of this section shall survive the expiration or termination of this
contract.
Contractor agrees, upon the City's written demand, to make all books and
records available to the City for inspection, review, photocopying, and audit in
the event of a contract related dispute, claim, modification, or other contract
related action at reasonable times (not to exceed three (3) business days) and
at places designated by the CitY.
The Contractor shall procure and maintain, during the term of construction and
throughout the specified term of maintenance, insurance of the types and in the
amouhts described in Exhibit A attached and incorporated by this reference.
Contractor is responsible for locating any underground utilities affected by the
work and is deemed to be an excavator for purposes of RCW Ch. 19'122, as
amended. Contractor shall be responsible for compliance with RCW Ch. 19'122,
including utilization of the "one call" locator service before commencing any
excavation activities.
6
7
I
2021 Plaslic Markings/Araucto
Project Number: 21 -3011 .2
27 February 16,2021
CITY OF KENT
BY:
DANA RALPH, MAYOR
DATE:
ATTEST
KTMBERLEY A. KOMOTO, CITY CLERK
APPROVED AS TO FORM:
KENT LAW DEPARTMENT
CONTRACTOR
BY
PRINT NAME; Ron Rei11Y
TITLE
DATE:a3/Lt/202L
Assistant Vice President
2021 Plastic Markings/Araucto
Project Number: 21-3O1'l .2
28 February 16, 2021
03/18/2021
EXHIBIT A
r NSURANCE REQU I REMENTS FOR
CONSTRUCTION PROJEGTS
I nsurance
The Contractor shall procure and maintain for the duration of the Agreement,
insurance against claims for irjuries to persons or damage to property which may
arise from or in connection with the performance of the work hereunder by the
Contractor, their agents, representatives, employees or subcontractors,
A. Minimum Scope of lnsurance
Contractor shall obtain insurance of the types described below:
1. Gommercial General Liability insurance shall be written on ISO
occurrence form CG OO 01 or its equivalent, with minimum limits of
$3,OO0,OOO per occurrence and in the aggregate for each 1 year policy
period. This coverage may be any combination of primary, umbrella or
excess liability coverage affording total liability limits of not less than
$3,OOO,OOO p-er 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 0311 85. The Gity shall be named as an
Additional lnsured under the Gontactor's Gommercial General
Liability insurance policy with respect to the work performed for the
Gity. A[ endorsements adding Additional Insureds shall be issued on
form CG 2() 1O 11 85 or a form deemed equivalent, providing the
Additional Insureds with all policies and endorsements set forth in
this section.
2. Automobile Liability insurance covering all owned, non-owned, hired and
leased vehicles. Covelage shall be written on lnsurance Services Office
(lSO) form CA OO O1 or a substitute form providing equivalent liability
coverage. lf necessary, the policy shall be endorsed to provide contractual
liability coverage.
3, Workers'Gompensation coverage as required by the lndustrial lnsurance
laws of the State of Washington.
B. Minimum Amounts of I nsurance
Contractor shall maintain the following insurance limits:
1. Gommercial General Liability insurance shall be written with minimum
limits of $3,0OO,OOO per occurrence and in the aggregate for each 1 year
policy period. This coverage may be any combination of primary, umbrella or
excess liability coverage affording total liability limits of not less than
$3,OOO,OOO per occurrence and in the aggregate. Products and Completed
Operations coverage shall be provided for a period of 3 years following
Substantial Completion of the work.
2O21 Plastic Markings/Araucto
Pro-ject Number: 21 -3O1 1 .2
29 February 16,2021
EXHIBIT A (Gontinued)
2. Automobile Liability insurance with a minimum combined single limit for
bodily trULlry and property damage of $1,OOO,OOO per accident'
C. Other lnsurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following
provisions for Automobile Liability and Commercial General Liability:
1. The Contractor's insurance coverage shall be primary insurance as respect
the City. Any insurance, self-insurance, or insurance pool coverage
maintained -by the City shall be excess of the Contractor's insurance and
shall not contribute with it.
2. The Contractor's insurance shall be endorsed to state that coverage shall not
be cancelled by either party, except after thirty (30) days prior written
notice by certiiied mail, ret"urn rec'eipt requested, has been given to the City.
The City of Kent shall be named as an additional insured on all policies
(excepi Professional Liability) as respects work performed by or on behalf of
the contractor and a copy of the endorsement naming the City as additional
insured shall be attached to the Certificate of lnsurance. The City reserves
the right to receive a certified copy of all required insurance policies' The
Contrictor's Commercial General Liability insurance shall also contain a
clause stating that coverage shall apply separately to each insured against
whom claim is made or suit is brought, except with respects to the limits of
the insurer's liabilitY.
D. Gontractor's I nsurance for Other Losses
The Contractor shall assume full responsibility for all loss or damage from any cause
whatsoever to any tools, contractor's employee owned tools, machinery, equipment,
or motor vehicles"owned or rented by the Contractor, or the Contractor's agents,
suppliers or contractors as well as to-any temporary structures, scaffolding and
protective fences,
E. Waiver of Subrogation
The Contractor and the City waive all rights against each other any of their
subcontractors, Sub-subcontractors, agents and employees, each of the other, for
damages caused by fire or other perils to the extend covered by Builders Risk
insurance or other property insurance obtained pursuant to the lnsurance
Requirements Sectjon of this Contract or other property insurance applicable to the
work. The policies shall provide such waivers by endorsement or otherwise'
202'l Plastic Markings/Araucto
Project Number: 21 -3O11.2
3
30 February 16,2021
EXHIBIT A (Gontinued)
F. Acceptability of lnsurers
lnsurance is to be placed with insurers with a current A.M. Best rating of not less than
A:Vl l.
G. Verification of Goverage
Contractor shall furnish the City with original certificates and a copy of the
amendatory endorsements, inc-luding but not necessallly limite^d to the additional
insured endorsement, evidencing the Automobile Liability and Commercial General
Liability insurance of the Contradtor before commencement of the work.
H. Subcontractors
Contractor shall include all subcontractors as insureds under its policies or shall
furnish separate certificates and endorsements for each subcontractor. All coverages
for subcontractors shall be subject to all of the Same insurance requirements as Stated
herein for the Contractor.
2021 Plastic Markings/Araucto
Project Number: 21 -3011.2
31 February 16,2021
--A,CORD'CERTIFICATE OF LIABILITY INSURANCE 1/112022
DATE (MMODTYYYY)
31412021
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, ANO THE CERTIFICATE HOLDER.
IMPORTANT; lf the certlficate holder is an AODITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
lf suBRoGATloN ls wAlvED, 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 ihe certificate holder in lieu of such endorsement(s).
PRoDUCER LOCKTON COMPANIES
3657 BRIARPARK DRIVE, SUITE 7OO
HOUSTON TX77042
866-260-3538
PHONElAlC llo Extl:
INSIIRERTSI AFFORDNG COVERAGE N^n f
tNsURER A ' ZUriCh American lnsurance company t 653.5
INSURED
r 485069
Frontline Road Safety Holdings, LLC
Apply-A-Line, LLC
175 Roy Road SW, Bldg C
Pacific WA 98047
rNrlrRFR Fr, Arnerican Guarantee attd Liab. ltls. Co.)o4'l
INSURER C :
rNcr roEp n
INSIIRFR F :
INSIIRFR F .
NOTWITHSTANDING
MAY
PERIODtcYTHEINSUREDTHEFORNAMEDABOVEBELOWLISTEDBEENHAVEISSUEDIJTHISCERTIFYTOTTHAPOLICIESTHEOF
RESPECTWITH WHTO CH IDTHNTcoORRACTDOCUMENTOTHERANYENTREMORTERMOFCONDITIONANYTEINDICADREQUI
TOBJECI THEALL TERMS,BY POLICIESTHE IBEDDESCR INHERE SUISRoYMAPERTTHcINSURANAFFORDEDERTICETEFICAISSUEDAIN,BE
HAVEMAY REDUCEDBEEN PAIBY CLAIMSDCONDITIONSANDSUCHOFPOLILIIES.SHMITS o\lSIONSEXCLU
LIMITSTYPE OF INSURANCE
I[,
PERSONAL &
$
1/1/2022YGLO 3002387 00 t /1t2021ACOMMERCAL GENERAL LABILITY
crerus-unoelTl occun
ro,crlTl !fft I ioc
OTHER:
Y
I
$xBODILY INJURY (Per person)
BODILY INJURY (PCT $
$
$ XXXXXXX
1il t2021 1/1/2022YYBAP 3088737 00AAUTOMOBILE LIABILITY
ANY AUTO
OWNEDAI]TOS ONLY
HIRED
AUTOS ONLY
SCHEDULED
AUTOS
NON-OWNED
AUTOS ONLY
$OCCI-RRENCEXR
EGATE $
UMBRELLA LIAB
EXCESS UAB
$5
t/112021 1/1/2022YYAUC 3109785 00B
DED
EACH ACCIDENT I
DISEASE. EA
I
vt/2021 1tl12022
/A
Y wc 3002388 00
ANY PROPRIETOR/PARTNEFUEXECUTIVE
OFFICER/MEMBER EXCLUDED?
(Manddory in NHI
N
lfyes, describe
DESCRIPTION
under
OF OPERATIONS below
DESCRPTTON OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101,
RE: PROJECT: A.AL#145A6254 - 2021 PLASTIC MARKINGS
Additional Remarks Schedule, may be attached if more space is required)
PROJECT NO. 21-30t1.2.
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATDN DATE THEREOF, NOTICE WLL BE DELMERED IN
ACCORDAI'lCE WTH THE POLICY PROVFIONS'
REPRESENIATIVE17400549
CITY OF KENT
4OO W GOWE
KENT WA 98032
CERTI CANCEL
o1988-2015 ACORDACORD 25 (2016/03)
The ACORD name and logo are registered marks of ACORD
All rights reserved
All policies include a blanket notice of cancellation to certificate holders endorsement, providing fbr 30 davs'.
advance notice if the policy is cancelled by the company other than for nonpayment of premium,-10 days'notice if
the policy is cancelled for nonpayment of premium.-Notice is sent to certificate holders with mailing addresses on
file withihe agent or the company. The endorsement does not provide for notice of cancellation if the named
insured requests cancellation.
CONNNUATION DESCRPTTON OF OpERATTONSTLOCATTONS/VEHtCLeSteXCIUS|OHS AODED BY ENDORSEMENT/SPECIAL PROVISIONS (Use only if more space is required)
ACORD 25 (2016/03)Certilicate Holder ID: 17400549
Attachment Code : D581632 Mastel ID: 1485069, Certificate lD 17400549
All policies (except Workers'Compensation/El) include a blanket automatic additional insured [provision]
that confers additional insured status to the certificate holder only if there is a written contract between
the named insured and the ceftificate holder that requires the named insured to name the ceftificate
holder as an additional insured. In the absence of such a contractual obligation on the paft of the named
insured, the certificate holder is not an additional insured under the policy.
All policies include a blanket automatic waiver of subrogation endorsement fprovision] that provides this
feature only when there is a written contract between the named insured and the certificate holder that
requires it. In the absence of such a contractual obligation on the paft of the named insured, the waiver
of subrogation feature does not apply.
Attachment Code : D5 85637 Master I D: I 485069, Certificate I D: 1 7400549
A.
B.
o
t
Additional Insured - Automatic - Ownerso Lessees Or
Contractors
ZURICH
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFI.JLLY.
Named Insured: Frontline Road Safety Holdings, LLC; Stripe-A-Zone,lnc.; Apply-A-Line, LLC; Griffin Pavement Services
Address (including ZIP Gode): 9 Greenway Plaza, Suite 2400, Houston,TX77046
This endorsement modifies insurance provided under the:
Commercial General Liability Coverage Part
Section ll - Who ls An lnsured is amended to include as an additional insured any person or organization whom you
are required to add as an additional insured on this policy under a written contract or written agreement' Such
person or organization is an additional insured only with respect to liability for "bodily injury", "property damage" or
"personal and advertising injury" caused, in whole or in part, by:
1. Your acts or omissions; or
2. The acts or omissions of those acting on your behalf,
in the performance of your ongoing operations or "your work" as included in the "products-completed operations
hazard", which is the subject of the written contract or written agreement.
However, the insurance afforded to such additional insured:
1. Only applies to the extent permitted by law; and
2. Will not be broader than that which you are required by the written contract or written agreement to provide for
such additional insured.
With respect to the insurance afforded to these additional insureds, the following additional exclusion applies:
This insurance does not aPPIY to:
"Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or failure to
render, any professional architectural, engineering or surveying services including:
a. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys'
field orders, change orders or drawings and specifications; or
b. Supervisory, inspection, architectural orengineering activities'
This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the
supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the
"bodily injury,, or ;property damage", oithe offense which caused the "personal and advertis;ing injury", involved the
renUeiing of or the faiiure to render any professional architectural, engineering or surveying services
u-GL-1 175-F CW (04/13)
Page 1 of2
Policy No.Eff. Date of Pol Exp. Date of Pol.Eff. Dale of End Producer No Add'|. Prem Return Prem.
G1O3002387 00 1t1t2021 1t1t2022 1t1t2021
lncludes copyrighted material of lnsurance services office, lnc., with its permission.
Attachment Code : D585637 Master ID: 1485069, Certificate ID:17400549
G. The following is added to Paragraph 2. Duties ln The Event Of Occurrence, Offense, Claim Or Suit of Section lV -
Commercial General Liability Conditions :
The additional insured must see to it that:
1. We are notified as soon as practicable of an "occurrence" or offense that may result in a claim;
2. We receive written notice of a claim or "suit" as soon as practicable; and
3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by
another insurer under which the additional insured may be an insured in any capacrty. This provision does not
apply to insurance on which the additional insured is a Named lnsured if the written contract or written agreement
requires that this coverage be primary and non-contributory.
D. For the purposes of the coverage provided by this endorsement:
1. The following is added to the Other lnsurance Condition of Section lV - Commencial General Liability
Gonditions:
Primary and Noncontributory insurance
This insurance is primary to and will not seek contribution from any other insurance available to an additional
insured provided that:
a. The additional insured is a Named lnsured under such other insurance; and
b. You are required by written contract or written agreement that this insurance be primary and not seek
contribution from any other insurance available to the additional insured.
2. The following paragraph is added to Paragraph 4.b. of the Other lnsurance Condition of Section lV - Gommercial
General Liability Conditions:
This insurance is excess over:
Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional
insured, in which the additional insured on our policy is also covered as an additional insured on another policy
providing coverage for the same "occurrence", offense, claim or "suit". This provision does not apply to any
policy in which the additional insured is a Named lnsured on such other policy and where our policy is required by
a written contract or written agreement to provide coverage to the additional insured on a primary and
non-contributory basis.
E. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement
showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to
that identifi ed additional insured.
F. With respect to the insurance afforded to the additional insureds under this endorsement, tlre following is added to
Section lll - Limits Of lnsurance:
The most we will pay on behalf of the additional insured is the amount of insurance:
1. Required by the written contract or written agreement referenced in Paragraph A. of this endorsement; or
2. Available under the applicable Limits of lnsurance shown in the Declarations,
whichever is less.
This endorsement shall not increase the applicable Limits of lnsurance shown in the Declarations.
All other terms and conditions of this policy remain unchanged
u-GL-1 175-F CW (04/13)
Page 2 of 2
lncludes copyrighted material of lnsurance Services Office, lnc., with its permission
Attachment Code : D5 85638 Mastet I D: I 485069, Certificate lD 17 400549
Limited Operations Coverage - Work
Excluded Under A Consolidated (Wrap-Up)
Insurance Program
@
ZURICH
Poliry No.Exp. Date of Pol.Efl. Date of End.Agency No.Addl. Prem Retum Prem.
GLO 3002387 00 U!2022 1t112021
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFIJLLY.
Named tnsured: Frontline Road Safety Holdings, LLC; Stripe-A-Zone,lnc.;Apply-A-Line, LLC; Griffin Pavement
Services
Address (including ZIP Code): 9 Greenway Plaza, Suite 2400, Houston,TX77046
This endorsement modifies insurance provided under the
Commercial General Liability Coverage Part
SCHEDULE
Description and Location of Operation(s):
(lf no entrv appears above, information required to complete this endorsement will be shown in the Declarations
as applicable to this endorsemeqQ
A. The following exclusion is added to paragraph 2., Exclusions of Goverage A - Bodily lnjury and Property
Damage Liabllity (Section I - Coverages):
This insurance does not apply to "bodily injury" or "property damage" arising out of either your ongoing
operations or operations inctuOeO within tne 'products-completed operations hazard" at the location described
in the SGHEDULE of this endorsement, as a consolidated (wrap-up) insurance program has been provided
by the prime contractor/project manager or owner of the construction project in which you are involved.
This exclusion applies whether or not the consolidated (wrap-up) insurance program
1. Provides coverage identical to that provided by this Coverage Part;
2. Has limits adequate to cover all claims; or
3. Remains in effect.
B. The exclusion in A. above shall not apply to your ongoing operations at the location shown in the
SCHEDULE - for your service, maintenance, correction, repair or replacement of the original work performed
and insured under the consolidated wrap-up insurance program.
u-GL-1294-A CW (l0/06)
Page I of2
Attachment Code : D585638 Master ID: 1485069, Certificate IDl.17400549
However, this extension of coverage does not apply to damages because of "bodily injury" or "property
damage" due to any service, maintenance, correction, repair or replacement work:
1. as respects the "products-completed operations hazard"; or
2. for which coverage is afforded under the consolidated (wrap-up) insurance program.
C. For the application of the coverage provided by this endorsement in paragraph B. above, SECTION lV -
COMMERCTAL GENERAL LIABILITY CONDITIONS paragraph 4 Other lnsurance is replaced by the
following:
This insurance is excess over any other insurance, whether primary, excess, contingent or on any other
basis. lf any other insurance responds or can respond to this loss, we shall have the right but not the duty to
defend any "suit".
When this insurance is excess over other insurance, we will pay only our share of the amount of the loss, if
any, that exceeds the sum of:
L 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 that other insurance.
We will share the remaining loss, if any, with any other insurance that may apply and that was not bought
specifically to apply in excess of the Limits of lnsurance shown in the Declarations of this Coverage Part.
Countersigned
Authorized Representative
U-GL-1294-A CW (10/06)
PageZ of2
Attachment Code : D585639 Master ID: 1485069, Certificate lD:.17400549
WORKERS' GOMPENSATION AND EMPLOYERS' LIABILITY INSURANCE POLICY
wc 04 03 06 (Ed.4-84)
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS
EN DORSEM ENT_CALI FORN IA
This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a
different date is indicated below.
(The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.)
This endorsement, effective on at12:01A.M. standard time, forms a part of
Policy No. WC 3002388 00
of the
issued to
Premium (if any) $
11112021
Endorsement No
Zurich American lnsurace ComPanY
Authorized Representative
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not
enforce our righl against the person or organization named in the Schedule. (This agreement applies only to the
extent that you pertorm work under a written contract that requires you to obtain this agreement from us')
you must maintain payroll records accurately segregating the remuneration of your employees while engaged in
the work described in the Schedule.
The additional premium for this endorsement shall be o/o of the California workers' compensation pre-
mium othenrvise due on such remuneration.
Schedule
person or organization Job Description
ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRI\CT OR
AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF
SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT
PERSON AND/OR ORGANIZATION.
wc 252 (4-84)
wc 04 03 06 (Ed. 4-84)Page 1 of 1
Attachment Code : D585640 Master ID: 1485069, Certificate ID: 17400549
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY wc4203048
(Ed. 6-14)
TEXAS WAIVER OF OUR RIGHT TO REGOVER FROM OTHERS ENDORSEMENT
This endorsement applies only to the insurance provided by the policy because Texas is shown in ltem 3.A. of the
lnformation Page.
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce
our right againJt the person or organization named in the Schedule, but this waiver applies only with respect to bodily
injury-arisiig out of the operationi described in the Schedule where you are required by a written contract to obtain
this waiver from us.
This endorsement shall not operate directly or indirectly to benefit anyone not named in the Scherdule.
The premium for this endorsement is shown in the Schedule'
Schedule
1. ( )SpecificWaiver
Name of person or organization
( X )Blanket Waiver
Any person or organization for whom the Named lnsured has agreed by written contract to furnish this
waiver.
2. Operations:
3. Premium:
The premium charge for this endorsement shall be 2o/o percent of the premium developed on payroll
in connection with fuork performed for the above person(s) or organization(s) arising out of the operations
described.
4. Advance Premium:
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated'
(The information below is required only when this endorsement is issued subsequent to prepar'ation of the policy')
Endorsement Effective 111t2021 Policy No WC 3002388 OO Endorsement N'r'
lnsured Frontline Road Safety Holdings, LLC; Stripe-A-Zone, lnc.; Apply-A-Line, LLC; Griffin Pavement Services Premium
lnsurance Company Countersigned by
-
wc420304B
(Ed.06-14)
@ Copyright 2014 National Council on Compensation lnsurance, lnc. All Rights Reserved Page 1 Of 1
Wolters Kluwer Financial Services I Uniform FormsTM
Attachment Code : D585641 Master ID: 1485069, Celtificate lD:17400549
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY wc 00 03 13
(Ed. 04-84)
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 thisr polic1. We will not
enforce our right against the person or organization named in the Schedule. (This agreement applies only to the
extent that you perfbrm work under a written contract that requires you to obtain this agreement from us.)
This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
Schedule
ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR
AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF
SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT
PERSON AND/OR ORGAN IZATION.
This endorsement changes the policy to which it is attached and is effective on the date issued unless otheruvise stated.
(The information below is required only when this endorsement is issued subsequent to preparation of the policy')
Endorsement Effective Policy No. WC 3002388 00 Endorsement No'
lnsured Frontline Road Safety Holdings, LLC; Stripe-A-Zone,lnc.;Apply-A-Line, Premium $
LLC; Griffin Pavement Services
lnsurance Company Zurich American lnsurance Company Countersigned by
wc124 (4-841
wc 00 03 13
Page I of 1
Uniform FormsTMCopyright 1983 National Council on Compensation lnsurance, lnc.
Attachment Code : D585642 Master ID: 1485069, Certificate ID 17400549
Coverage Extension Endorsement
fr,.J
ZURICH-
Policy No.Eff. Date of Pol.Exp. Date of Pol.Eff. Date of End.Producer No Add'|. Prem Return Prem
BAP 3088737 00 1tlt2021 1t1t2022 1t112022
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFI,JLLY.
This endorsement modifies insurance provided under the
Business Auto Goverage Form
Motor Garrier Goverage Form
A. Amended Who ls An lnsured
1. The following is added to the Who ls An lnsured Provision in Section ll - Govered Autos Liability Goverage:
The following are also "insureds":
a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts
performed within the scope of employment by you. Any "employee" of yours is also an "insured" while
operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your
permission, while performing duties related to the conduct of your business.
b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own, hire or
borrow to transport your clients or other persons in activities necessary to your business.
c. Anyone else who furnishes an "auto" referenced in Paragraphs A.1.a. and A.1.b. in this endorsement.
d. Where and to the extent permitted by law, any person(s) or organization(s) where required by written contract
or written agreement with you executed prior to any "accident", including those person(s) or organization(s)
directing your work pursuant to such written contract or written agreement with you, provided the "accident"
arises out of operations governed by such contract or agreement and only up to the limits required in the
written contract or written agreement, or the Limits of lnsurance shown in the Declarations, whichever is less.
Z. The following is added to the Other lnsurance Condition in the Business Auto Coverage Form and the Other
lnsurance - Primary and Excess lnsurance Provisions Condition in the Motor Carrier Coverage Form:
Coverage for any person(s) or organization(s), where required by written contract or written agreement with you
executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained
by the additional "insured" will apply on an excess basis. However, in no event will this c;overage extend beyond
the terms and conditions of the Coverage Form.
B. Amendment - Supplementary Payments
paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section ll - Govered Autos Liability
Coverage are replaced by the following:
(2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an
"accident" we cover. We do not have to furnish these bonds.
(4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a
day because of time off from work.
u-cA-424-F CW (04/14)
Page 1 of 6
Includes copyrighted material of lnsurance Services Office, lnc., with its permission
Attachment Code : D585642Master ID: 1485069, Certificate lD:17400549
C. Fellow Employee Goverage
The Fellow Employee Exclusion contained in Section ll- Govered Autos Liability Coverage does not apply.
D. Driver Safety Program Liability and Physical Damage Coverage
1. The following is added to the Rabing Exclusion in Section ll- Covered Autos Liability Goverage:
This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not
limited to, auto or truck rodeos and other auto or truck agility demonstrations.
2. The following is added to Paragraph 2. in the Exclusions of Section lll - Physical Damage Coverage of the
Business Auto Coverage Form and Paragraph 2.b. in the Exclusions of Section lV - Physical Damage
Coverage of the Motor Carrier Coverage Form:
This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not
limited to, auto or truck rodeos and other auto or truck agility demonstrations.
E. Lease or Loan Gap Goverage
The following is added to the Coverage Provision of the Physical Damage Goverage Section:
Lease Or Loan Gap Coverage
ln the event of a total "loss" to a covered "auto", we will pay any unpaid amount due on the lease or loan for a covered
"auto", less:
a, Any amount paid under the Physical Damage Goverage Section of the Coverage Form; and
b. Any:
(1) Overdue lease or loan payments at the time of the "loss";
(2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage;
(3) Security deposits not returned by the lessor;
(4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the
loan or lease; and
(5) Carry-over balances from previous leases or loans.
F. Towing and Labor
Paragraph A.2. of the Physical Damage Coverage Section is replaced by the following:
We will pay up to $75 for towing and labor costs incurred each time a covered "auto" of the private passenger type is
disabled. However, the labor must be performed at the place of disablement,
G. Extended Glass Goverage
The following is added to Paragraph A.3.a. of the Physical Damage Goverage Section:
lf glass must be replaced, the deductible shown in the Declarations will apply. However, if gliass can be repaired and
is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass
repaired rather than replaced.
H. Hired Auto Physical Damage - lncreased Loss of Use Expenses
The Coverage Extenslon for Loss Of Use Expenses in the Physical Damage Coverage Section is replaced by the
following:
Loss Of Use Expenses
For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for
loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement.
We will pay for loss of use expenses if caused by:
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(1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered
"auto";
(2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided
for any covered "auto"; or
(3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto".
However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of $3000.
l. Personal Effects Coverage
The following is added to the Coverage Provision of the Physical Damage Goverage Section:
Personal Effects Coverage
a. We will pay up to $750 for "loss" to personal effects which are:
(1) Personal property owned by an "insured"; and
(2) ln or on a covered "auto".
b. Subject to Paragraph a. above, the amount to be paid for "loss" to personal effects will be based on the lesser of:
(1) The reasonable cost to replace; or
(2) The actual cash value.
c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered
"auto". No deductible applies to this coverage. However, we will not pay for "loss" to personal effects of any of
the following:
(1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other
documents of value.
(2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garrnents; jewelry, watches,
precious or semi-precious stones.
(3) Paintings, statuary and other works of art.
(4) Contraband or property in the course of illegal transportation or trade.
(5) Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment.
Any coverage provided by this Provision is excess over any other insurance coverage available for the same "loss".
J. Tapes, Records and Discs Coverage
1. The Exclusion in Paragraph 8.4.a. of Section lll - Physical Damage Goverage in the Business Auto Coverage
Form and the Exclusion in Paragraph 8.2.c. of Section lV - Physical Damage Goverage in the Motor Carrier
Coverage Form does not aPPlY.
2. The following is added to Paragraph 1.a. Gomprehensive Goverage under the Goverage Provision of the
Physical Damage Coverage Section:
We will pay for "loss" to tapes, records, discs or other similar devices used with audio, 'visual or data electronic
equipment- We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices:
(a) Are the property of an "insured"; and
(b) Are in a covered "auto" at the time of "loss".
The most we will pay for such "loss" to tapes, records, discs or other similar devices is $500. The Physical
Damage Coverage Deductible Provision does not apply to such "loss"'
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Attachment Code : D5 85642 Master I D: I 485069, Certificate lD: 17 400549
K. Airbag Coverage
The Exclusion in Paragraph B.3.a. of Section lll - Physical Damage Goverage in the Business Auto Coverage Form
and the Exclusion in Paragraph B.4.a. of Section lV - Physical Damage Goverage in the Motor Carrier Coverage
Form does not apply to the accidental discharge of an airbag.
L. Two or More Deductibles
The following is added to the Deductible Provision of the Physical Damage Coverage Section:
lf an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you
by us, the following applies for each covered "auto" on a per vehicle basis:
1. lf the deductible on this policy or Coverage Form is the smaller (or smallest) deductible, it will be waived; or
2. lf the deductible on this policy or Coverage Form is not the smaller (or smallest) deductible, it will be reduced by
the amount of the smaller (or smallest) deductible.
M. Physical Damage - Gomprehensive Coverage - Deductible
The following is added to the Deductible Provision of the Physical Damage Coverage Section:
Regardless of the number of covered "autos" damaged or stolen, the maximum deductible that will be applied to
Comprehensive Coverage for all "loss" from any one cause is $5,000 or the deductible shown in the Declarations,
whichever is greater.
N. Temporary Substitute Autos - Physical Damage
1. The following is added to Section l- Govered Autos:
Temporary Substitute Autos - Physical Damage
lf Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following
types of vehicles are also covered "autos" for Physical Damage Coverage:
Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered
"auto" you do own but is out of service because of its:
1. Breakdown;
2. Repair;
3. Servicing;
4. "Loss"; or
5. Destruction.
2. The following is added to the Paragraph A. Coverage Provision of the Physical Damage Coverage Section:
Temporary Substitute Autos - Physical Damage
We will pay the owner for "loss" to the temporary substitute "auto" unless the "loss" results from fraudulent acts or
omissions on your part. lf we make any payment to the owner, we will obtain the owner's rights against any other
party.
The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it
replaces.
O. Amended Duties ln The Event Of Accident, Claimn Suit Or Loss
paragraph a. of the Duties ln The Event Of Accident, Glaim, Suit Or Loss Condition is replaced by the following:
a. ln the event of "accident", claim, "suit" or "loss", you must give us or our authorized representative prompt notice
of the "accident", claim, "suit" or "loss". However, these duties only apply when the "accident", claim, "suit" or
"loss" is known to you (if you are an individual), a partner (if you are a partnership), a member (if you are a limited
liability company) or an executive officer or insurance manager (if you are a corporaticln). The failure of any
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agent, servant or employee of the "insured" to notify us of any "accident", claim, "suit" or "loss" shall not invalidate
the insurance afforded by this policy.
lnclude, as soon as practicable:
(1) How, when and where the "accident" or "loss" occurred and if a claim is made or "suit" is brought, written
notice of the claim or "suit" including, but not limited to, the date and details of such claim or "suit";
(2) The "insured's" name and address; and
(3) To the extent possible, the names and addresses of any injured persons and witnesses.
lf you report an "accident", claim, "suit" or "loss" to another insurer when you should hetve reported to us, your
failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon
as practicable after the fact of the delay becomes known to you.
P. Waiver of Transfer Of Rights Of Recovery Against Others To Us
The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition:
This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or
"loss", provided that the "accident" or "loss" arises out of operations contemplated by such contract. This waiver only
applies to the person or organization designated in the contract.
O. Employee Hired Autos - Physical Damage
Paragraph b. of the Other lnsurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other
lnsurance - P6mary and Excess Insurance Provisions Condition in'the Motor Carrier Coverage Form are replaced
by the following:
For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own:
(1) Any covered "auto" you lease, hire, rent or borrow; and
(2) Any covered "auto" hired or rented under a written contract or written agreement entered into by an "employee" or
elected or appointed official with your permission while being operated within the course and scope of that
"employee's" employment by you or that elected or appointed official's duties as respect their obligations to you.
However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto".
R. Unintentional Failure to Disclose Hazards
The following is added to the Concealment, Misrepresentation Or Fraud Condition:
However, we will not deny coverage under this Coverage.Form if you unintentionally:
(1) Fail to disclose any hazards existing at the inception date of this Coverage Form; or
(2) Make an error, omission, improper description of "autos" or other misstatement of information.
you must notify us as soon as possible after the discovery of any hazards or any other information that was not
provided to us prior to the acceptance of this policy.
S. Hired Auto - World Wide Coverage
Paragraph 7a.(5) of the Policy Period, Goverage Territory Condition is replaced by the following:
(5) Anywhere in the world if a covered "auto" is leased, hired, rented or borrowed for a period of 60 days or less,
T. Bodily lnjury Redefined
The definition of "bodily injury" in the Definitions Section is replaced by the following:
"Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish,
resulting from any of these at any time. Mental anguish means any type of mental or emotional illness or disease'
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U. Expected Or lntended lnjury
The Expected Or lntended lnjury Exclusion in Paragraph B. Exclusions under Section ll - Covered Auto Liability
Coverage is replaced by the following:
Expected Or Intended lnjury
"Bodily injury" or "property damage" expected or intended from the standpoint of the "insured". This exclusion does
not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or
property.
V. Physical Damage - Additional Temporary Transportation Expense Coverage
Paragraph A.4.a. of Section lll - Physical Damage Coverage is replaced by the following:
4. Coverage Extensions
a. Transportation Expenses
We will pay up to $50 per day to a maximum of $1,000 for temporary transportation expense incurred by you
because of the total theft of a covered "auto" of the private passenger type. We will pay only for those
covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will
pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and
ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its
"loss".
W. Replacement of a Private Passenger Auto with a Hybrid or Alternative Fuel Source Auto
The following is added to Paragraph A. Goverage of the Physical Damage Coverage Section:
ln the event of a total "loss" to a covered "auto" of the private passenger type that is replaced with a hybrid "auto" or
"auto" powered by an alternative fuel source of the private passenger type, we will pay an additional 10o/o ol the cost
of the replacement "auto", excluding tax, title, license, other fees and any aftermarket vehicle upgrades, up to a
maximum of $2500. The covered "auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternative
fuel source within 60 calendar days of the payment of the "loss" and evidenced by a bill of sale or new vehicle lease
agreement.
To qualify as a hybrid "auto", the "auto" must be powered by a conventional gasoline engine and another source of
propulsion power. The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas,
either compressed or liquefied. To qualify as an "auto" powered by an alternative fuel source, the "auto" must be
powered by a source of propulsion power other than a conventional gasoline engine. An "auto" solely propelled by
biofuel, gasoline or diesel fuel or any blend thereof is not an "auto" powered by an alternative fuel source.
X. Return of Stolen Automobile
The following is added to the Coverage Extension Provision of the Physical Damage Coverage Section:
lf a covered "auto" is stolen and recovered, we will pay the cost of transport to return the "auto" to you. We will pay
only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage.
All other terms, conditions, provisions and exclusions of this policy remain the same.
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Waiver Of Subrogation (Blanket) Endorsement
o
ZURICH
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
This endorsement modifies insurance provided under the:
Commercial General Liability Coverage Part
The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition:
If you are required by a written contract or agreement, which is executed before a loss, to waive your rights of recovery from
others, we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any
other operations in which the insured has no conttactual interest.
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Poficy No.Eff. Date of Pol.Exp. Date of Pol.Eff. Date of End.Producer Add'1. Prern Retum Prem.
cl-o 3002387 00 Uv202l t/t/2022 1/1/2021 Lockton Cornpanies $$
Attachment Code : D585644 Master ID: 1485069. Cerlificate ID:17400549
a
sNotification to Others of Cancellation ZURICH
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFIJLLY
This endorsement modifies insurance provided under the:
Commercial Automobile Goverage Part
A. lf we cancel this Coverage Part by written notice to the first Named lnsured for any reason other than nonpayment of
premium, we will mail or deliver a copy of such written notice of cancellation:
1. To the name and address corresponding to each person or organization shown in the Schedule below; and
2. Atleastl0dayspriortotheeffectivedateofthecancellation,asadvisedinournoticetothefirstNamedlnsured,
or the longer number of days notice if indicated in the Schedule below.
B. lf we cancel this Coverage Part by written notice to the first Named lnsured for nonpayment of premium, we will mail
or deliver a copy of such written notice of cancellation to the name and address corresporrding to each person or
organization shown in the Schedule below at least '1 0 days prior to the effective date of such cancellation'
C. lf notice as described in Paragraphs A. or B. of this endorsement is mailed, proof of mailing will be sufficient proof of
such notice.
SCHEDULE
Name and Address of Other Person(s) /
Orqanization(s):Number of Days l{otice
To Be Determined, as required by written contract.30
All other terms and conditions of this policy remain unchanged
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Policy No.Eff. Date of Pol.Exp. Date of Pol.Eff. Date of End.Producer No.Add'1. frrem Return Prem.
BAP 3088737 00 01t01t2021 01t0112022 01to1t2021
lncludes copyrighted material of lnsurance services office, lnc., with its permission.
Attachment Code : D585645 Master ID: 1485069. Certificate lD:17400549
a
Notification to Others of Gancellation ZURICH
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
This endorsement modifies insurance provided under the:
Commercial General Liability Goverage Part
Liquor Liability Goverage Part
Products/Gompleted Operations Liability Coverage Part
A. lf we cancel this Coverage Part(s) by written notice to the first Named lnsured for any reason other than nonpayment
of premium, we will mail or deliver a copy of such written notice of cancellation:
1. To the name and address corresponding to each person or organization shown in the Schedule below, and
2. At least 10 days prior to the effective date of the cancellation, as advised in our notice to the first Named lnsured,
or the longer number of days notice if indicated in the Schedule below.
B. lf we cancel this Coverage Part(s) by written notice to the first Named lnsured for nonpayment of premium, we will
mail or deliver a copy of such written notice of cancellation to the name and address corresponding to each person or
organization shown in the Schedule below at least 10 days prior to the effective date of such cancellation.
C. lf notice as described in Paragraphs A. or B. of this endorsement is mailed, proof of mailing will be sufficient proof of
such notice.
All other terms and conditions of this policy remain unchanged.
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cLo 3002387 0C 01t01t2021 01t01t2022 01t01t2021
SCHEDULE
Name and Address of Other Person(s) /
Orqanization(s):Number of Days Notice:
To Be Determined, as required by written contract.30 days
lncludes copyrighted material of lnsurance Services Office, lnc., with its permission.
2021 Plastic Markings/Araucto February 16, 2021
Project Number: 21-3011.2
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 .................................................. 1-19
1-09 Measurement and Payment ............................................... 1-22
1-10 Temporary Traffic Control ................................................. 1-24
DIVISION 8 MISCELLANEOUS CONSTRUCTION .......................... 8-1
8-22 Pavement Marking ........................................................... 8-1
KENT STANDARD PLANS .................................................................. A-1
WSDOT STANDARD PLANS ............................................................... A-2
APPENDIX ....................................................................................... A-3
TRAFFIC CONTROL PLANS ............................................................... A-4
PREVAILING WAGE RATES ............................................................... A-5
2021 Plastic Markings/Araucto 1 - 1 February 16, 2021
Project Number: 21-3011.2
KENT SPECIAL PROVISIONS
The Kent Special Provisions (“Kent Special Provisions” or “KSP”) modify and supersede
any conflicting provisions of the 2021 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
2021 Plastic Markings/Araucto 1 - 2 February 16, 2021
Project Number: 21-3011.2
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
2021 Plastic Markings/Araucto 1 - 3 February 16, 2021
Project Number: 21-3011.2
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
2021 Plastic Markings/Araucto 1 - 4 February 16, 2021
Project Number: 21-3011.2
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.
2021 Plastic Markings/Araucto 1 - 5 February 16, 2021
Project Number: 21-3011.2
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
2021 Plastic Markings/Araucto 1 - 6 February 16, 2021
Project Number: 21-3011.2
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.
2021 Plastic Markings/Araucto 1 - 7 February 16, 2021
Project Number: 21-3011.2
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,
2021 Plastic Markings/Araucto 1 - 8 February 16, 2021
Project Number: 21-3011.2
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.
2021 Plastic Markings/Araucto 1 - 9 February 16, 2021
Project Number: 21-3011.2
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 2021 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:
2021 Plastic Markings/Araucto 1 - 10 February 16, 2021
Project Number: 21-3011.2
2021 Paint Line Striping and RPM Replacement Project
2021 Crack Sealing Project
2021 City of Kent Crew Paving Operations: Work listed in the
Appendices 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.).
2021 Plastic Markings/Araucto 1 - 11 February 16, 2021
Project Number: 21-3011.2
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.
2021 Plastic Markings/Araucto 1 - 12 February 16, 2021
Project Number: 21-3011.2
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.
2021 Plastic Markings/Araucto 1 - 13 February 16, 2021
Project Number: 21-3011.2
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 1-07.4(2) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.4(2) COVID-19 Job Site Requirements
Before commencing any work on the Project site, the Contractor shall
develop and post at each job site a comprehensive COVID-19 exposure
control, mitigation, and recovery plan that complies with the Phase 1
Construction Restart COVID-19 Job Site Requirements issued by the
Governor, or subsequent modifications or phase amendments as the
Governor may issue. Contractor must further meet and maintain all
requirements of the plan, including providing materials, schedules, and
equipment required to comply with those job site requirements or any
future adjustments that may be made to job site requirements by the
Governor or any applicable federal or state agency during the COVID-
19 emergency.
A copy of the COVID-19 job site safety plan, along with the
identification and contact information for the COVID-19 Supervisor,
shall be provided to the Engineer.
SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPH BEFORE THE FIRST PARAGRAPH:
1-07.6 Permits and Licenses
2021 Plastic Markings/Araucto 1 - 14 February 16, 2021
Project Number: 21-3011.2
The City has obtained the following permits: None
SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPHS AFTER THE LAST PARAGRAPH:
A copy of each permit and/or license obtained by the Contractor shall
be furnished to the City. Approved permits shall be furnished to the
City upon completion of the project and prior to final acceptance.
The Contractor shall promptly notify the City in writing of any variance
in the contract work arising from the issuance of any permit.
1-07.9 Wages
SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPH AFTER THE SIXTH PARAGRAPH:
1-07.9(1) General
To the extent allowed by law, the wage rates that will be in effect
during the entire contract work period are those in effect on the day of
bid opening, unless the City does not award the Contract within six
months of the bid opening.
SECTION 1-07.9(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
FOLLOWING:
1-07.9(3) Apprentices
All contracts with an estimated construction cost greater than
$1,000,000 (one million dollars) shall require that no less than 15
percent of the labor hours performed by workers subject to prevailing
wages employed by the contractor or its subcontractors be performed
by apprentices enrolled in a state-approved apprenticeship program.
Definitions
For the purposes of this specification, the following definitions apply:
1. Apprentice Utilization Requirement is expressed as a percentage of
the project Labor Hours performed by Apprentices.
2. Labor Hours are the total hours performed by all workers receiving
an hourly wage who are directly employed on the project site
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.
2021 Plastic Markings/Araucto 1 - 15 February 16, 2021
Project Number: 21-3011.2
5. Good Faith Effort is a demonstration that the Contractor has
strived to meet the Apprenticeship Utilization Requirement
including but not necessarily limited to the specific steps as
described elsewhere in this specification.
Plan
The Contractor shall submit an “Apprentice Utilization Plan” within 30
calendar days of Notice of Award, demonstrating how they intend to
achieve the Apprentice Utilization Requirement. The plan shall be
updated and resubmitted as appropriate as the Work progresses. The
intent is to provide the City with enough information to track progress
in meeting the utilization requirements.
Reporting
The Contractor shall submit a “Monthly Apprentice Reporting Form” on
a monthly basis. The report shall be submitted to the City by the last
working day of the subsequent month, until the Physical Completion
Date. The date reported shall be cumulative to date and consolidated to
include the Contractor and all Subcontractors. At the Contractor’s
request, the Engineer may suspend this reporting requirement during
periods of minimal or no applicable work activities on the project. The
Contractor shall submit documentation of their Good Faith Effort if: (1)
they are unable to provide a plan demonstrating how they intend to
meet the Apprentice Utilization Requirement; or (2) the project has
been completed without meeting the Apprentice Utilization
Requirement.
Contacts
The Contractor may obtain information on State-approved
Apprenticeship Training Programs by contacting the Department of
Labor and Industries at: Specialty Compliance Services Division,
Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530 or
by phone at (360) 902-5320.
Compliance
In the event that the Contractor is unable to accomplish the Apprentice
Utilization Requirement, the Contractor shall demonstrate that a Good
Faith Effort has been made as described within this specification. Failure
to comply with the requirements as specified is subject to penalties for
noncompliance as set forth in KCC 6.01.030(E).
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).
2021 Plastic Markings/Araucto 1 - 16 February 16, 2021
Project Number: 21-3011.2
3. Demonstrate that the plan was updated as required within this
specification.
4. Provide documentation demonstrating what efforts the Contractor
has taken to require Subcontractors to solicit and employ
Apprentice(s).
In the event that the preceding steps have been followed, the
Contractor may also supplement the Good Faith Efforts documentation
with the following documentation:
5. Submit documentation demonstrating successful Apprentice
utilization on previous contracts.
6. Submit documentation indicating company-wide Apprentice
utilization efforts and percentages of attainment.
Payment
Compensation for all costs involved with complying with the conditions
of this specification is included in payment for the associated Contract
items of work.
1-07.13 Contractor’s Responsibility for Work
SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF
THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4)
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.
2021 Plastic Markings/Araucto 1 - 17 February 16, 2021
Project Number: 21-3011.2
SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO
THE END OF THE SECOND PARAGRAPH:
1-07.17 Utilities and Similar Facilities
If a utility is known to have or suspected of having underground
facilities within the area of the proposed excavation and that utility is
not a subscriber to the utilities underground location center, the
Contractor shall give individual notice to that utility within the same
time frame prescribed in RCW 19.122.030 for subscriber utilities.
SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-07.17(3) Utility Markings
Once underground utilities are marked by the utility owner or its agent,
and/or once new underground facilities have been installed by the
Contractor, the Contractor/excavator is responsible to determine the
precise location of underground facilities that may conflict with other
underground construction. The Contractor shall maintain the marks or
a record of the location of buried facilities for the duration of time
needed to avoid future damage until installation of all planned
improvements at that location is complete.
1-07.17(4) Payment
All costs to comply with subsection 1-07.17(3) and for the protection
and repair of all identified or suspected underground utilities specified
in RCW 19.122 are incidental to the contract and are the responsibility
of the Contractor/excavator. The Contractor shall include all related
costs in the unit bid prices of the contract. No additional time or
monetary compensation shall be made for delays caused by utility re-
marking or repair of damaged utilities due to the Contractor’s failure to
maintain marks or to locate utilities in accordance with this section.
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.
2021 Plastic Markings/Araucto 1 - 18 February 16, 2021
Project Number: 21-3011.2
The following list of contacts is provided only as a convenience
to the Contractor. It may not be accurate and may not
constitute a complete list of all affected utilities.
CenturyLink
Gabrielle Skorupa
206-305-4395
Comcast
Aaron Cantrel
206-510-4222 (cell)
Aaron_Cantrel@comcast.com
Puget Sound Energy Gas
Glenn Helton
253-395-6926
425-559-4647 (cell)
Puget Sound Energy Power
Hong Nguyen
425-449-6609 (cell)
Hong.Nguyen@pse.com
Verizon
Scott Christenson
425-636-6046
425-471-1079 (cell)
SECTION 1-07.18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH
BEFORE THE FIRST PARAGRAPH:
1-07.18 Public Liability and Property Damage Insurance
To the extent a conflict exists between the terms of this Section 1-
07.18 and the insurance requirements in Section 7 of the Contract, the
terms of the Contract will control. Any reference to the State,
Governor, Commission, Secretary, or all officers and employees of the
State also will include the City, its officers and employees.
SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.24 Rights of Way
Street right of way lines, limits of easements and limits of construction
are indicated or defined on the plans. The Contractor's construction
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.
2021 Plastic Markings/Araucto 1 - 19 February 16, 2021
Project Number: 21-3011.2
SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.26 Personal Liability of Public Officers
Neither the City, the Engineer, nor any other official, officer or
employee of the City shall be personally liable for any acts or failure to
act in connection with the contract, it being understood that, in these
matters, they are acting solely as agents of the City.
1-08 PROSECUTION AND PROGRESS
SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-08.0 Preconstruction and Preconstruction Conference
The Engineer will furnish the Contractor with up to ten (10) copies of
the plans and specifications. Additional documents may be purchased
from the City at the price specified by the City or in the Invitation to
Bid. Prior to undertaking each part of the work, the Contractor shall
carefully study and compare the Contract and check and verify all
pertinent figures shown and all applicable field measurements. The
Contractor shall promptly report in writing to the Engineer any conflict,
error or discrepancy that the Contractor discovers.
After the Contract has been executed, but prior to the Contractor
beginning the work, a preconstruction conference will be held with the
Contractor, the Engineer and any other interested parties that the City
determines to invite. The purpose of the preconstruction conference
will be:
1. To review the initial progress schedule.
2. To establish a working understanding among the various parties
associated or affected by the work.
3. To establish and review procedures for progress payment,
notifications, approvals, submittals, etc.
4. To verify normal working hours for the work.
5. To review safety standards and traffic control.
6. To discuss any other related items that may be pertinent to the
work.
The Contractor shall prepare and submit for approval, at or prior to the
preconstruction conference the following:
1. A price breakdown of all lump sum items.
2. A preliminary construction schedule.
3. A list of material sources for approval, if applicable.
4. Schedule of submittals. (See 1-06.6(2))
5. Temporary Erosion/Sedimentation Control Plan (TESCP) for
approval.
6. Traffic Control Plan (TCP) for approval.
2021 Plastic Markings/Araucto 1 - 20 February 16, 2021
Project Number: 21-3011.2
7. Request to sublet, for approval by the Engineer, of all
subcontractors.
SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-08.4 Notice to Proceed, Prosecution and Hours of Work
Notice to Proceed will be given after the contract has been executed
and the contract bond and evidence of required insurance have been
approved by and filed with the City. Unless otherwise approved in
writing by the Engineer, the Contractor shall not commence the work
until the Notice to Proceed has been given by the Engineer. The
Contractor shall commence construction activities on the Project Site
within ten working days of the Notice to Proceed Date. The Work
thereafter shall be prosecuted diligently, vigorously, and without
unauthorized interruption until physical completion of the work.
Voluntary shutdown or slowing of operations by the Contractor shall not
relieve the Contractor of the responsibility to complete the work within
the time(s) specified in the Contract.
Except in the case of emergency or unless otherwise approved by the
Engineer, the normal straight time working hours for the Contractor
shall be any consecutive 8 hour period between 7:00 a.m. and 6:00
p.m. Monday through Friday, unless otherwise specified in the Kent
Special Provisions, with a 5-day work week, plus allowing a maximum
one-hour lunch break in each working day. The normal straight time
8-hour working period for the contract shall be established at the
preconstruction conference or prior to the Contractor commencing
work.
If a Contractor desires to perform work on holidays, Saturdays,
Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the
Contractor shall apply in writing to the Engineer for permission to work
those times. The Contractor shall notify the Engineer at least 48 hours
in advance (72 hours in advance for weekend work) so that the
Inspector's time may be scheduled. Permission to work longer than an
8-hour period between 7:00 a.m. and 6:00 p.m. is not required.
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
2021 Plastic Markings/Araucto 1 - 21 February 16, 2021
Project Number: 21-3011.2
following: hours worked by City employees; impacts to the construction
schedule; or accommodations to adjoining properties affected by the
contract work.
1-08.4(A) Reimbursement for Overtime Work of City Employees
Following is a non-exclusive list of work that may require Contractor
reimbursement for overtime of City employees. The City will bill the
Contractor at the OVERTIME RATE in order for locate crews to
complete other work. If the locate request is for nights, weekend,
holidays or at other times when locate crews are not normally working,
all locate work and expenses, including travel, minimum call out times,
and/or Holiday premiums will be borne by the Contractor.
1. Locate work required to re-establish marks for City-owned
underground facilities that were not maintained or recorded by the
Contractor in accordance with RCW 19.122.030.
2. Work required by City 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
2021 Plastic Markings/Araucto 1 - 22 February 16, 2021
Project Number: 21-3011.2
Contract time shall begin on the day of the Notice to Proceed. The
Contract Provisions may specify another starting date for Contract time,
in which case, time will begin on the starting date specified.
SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH
PARAGRAPHS AND REPLACING WITH THE FOLLOWING:
1-08.6 Suspension of Work
If the performance of all or any part of the Work is suspended for an
unreasonable period of time by an act of the Contracting Agency in the
administration of the Contract, or by failure to act within the time
specified in the Contract (or if no time is specified, within a reasonable
time), the Engineer will make an adjustment for any increase in the
cost or time for the performance of the Contract (excluding profit)
necessarily caused by the suspension. However, no adjustment will be
made for any suspension if (1) the performance would have been
suspended by any other cause, including the fault or negligence of the
Contractor, or (2) an equitable adjustment is provided for or excluded
under any other provision of the Contract.
If the Contactor believes that the performance of the Work is
suspended for an unreasonable period of time and such suspension is
the responsibility of the Contracting Agency, the Contractor shall
immediately submit a written notice of protest to the Engineer as
provided in Section 1-04.5. No adjustment shall be allowed for any
costs incurred more than 10 calendar days before the date the Engineer
receives the Contractor’s written notice to protest. In any event, no
protest will be allowed later than the date of the Contractor’s signature
on the Final Pay Estimate. The Contractor shall keep full and complete
records of the costs and additional time of such suspension, and shall
permit the Engineer to have access to those records and any other
records as may be deemed necessary by the Engineer to assist in
evaluating the protest.
The Engineer will determine if an equitable adjustment in cost or time is
due as provided in this Section. The equitable adjustment for increase
in costs, if due, shall be subject to the limitations 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
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Project Number: 21-3011.2
In addition to the amount that the City may otherwise retain under the
Contract, the City may withhold a sufficient amount of any payments
otherwise due to the Contractor, including nullifying the whole or part
of any previous payment, because of subsequently discovered evidence
or subsequent inspections that, in the City's judgment, may be
necessary to cover the following:
1. The cost of defective work not remedied.
2. Fees incurred for material inspection, and overtime engineering
and inspection for which the Contractor is obligated under this
Contract.
3. Fees and charges of public authorities or municipalities.
4. Liquidated damages.
5. Engineering and inspection fees beyond Completion Date.
6. Cost of City personnel to re-establish locate marks for City-owned
facilities that were not maintained by the Contractor in accordance
with RCW 19.122.030 (3).
7. Additional inspection, testing and lab fees for re-doing failed,
water, other utility tests.
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
2021 Plastic Markings/Araucto 1 - 24 February 16, 2021
Project Number: 21-3011.2
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:
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.
2021 Plastic Markings/Araucto 1 - 25 February 16, 2021
Project Number: 21-3011.2
SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-10.5 Payment
Payment will be made in accordance with Section 1-04.1, for the
following bid items when they are included in the Proposal:
The unit contract price for “Traffic Control Labor” per hour shall be full
pay for all costs for the labor provided for performing those
construction operations described in Section 1-10.2(1)B, and
Section 1-10.3(1) of the WSDOT Standard Specifications, and as
authorized by the Engineer. The hours eligible for “Traffic Control
Labor” shall be limited to the hours the worker is actually performing
the work as documented by traffic control forms provided by the
Contractor’s TCM, and verified by the City Inspector’s records, and the
Contractor’s Certified Payroll Records submitted to the City Inspector on
a weekly basis.
The unit contract price for “Traffic Control Supervisor” per hour shall be
full pay for each hour a person performs the Traffic Control Supervisor
duties described in Section 1-10.2(1)B of the WSDOT Standard
Specifications. Payment for traffic control labor performed by the
Traffic Control Supervisor will be paid under the item for “Traffic Control
Labor”.
The 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.
2021 Plastic Markings/Araucto 1 - 26 February 16, 2021
Project Number: 21-3011.2
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.”
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.
2021 Plastic Markings/Araucto 8 - 1 February 16, 2021
Project Number: 21-3011.2
DIVISION 8 – MISCELLANEOUS CONSTRUCTION
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 Yield Line Symbol
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
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
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Project Number: 21-3011.2
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.
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
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Project Number: 21-3011.2
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.
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.
2021 Plastic Markings/Araucto 8 - 4 February 16, 2021
Project Number: 21-3011.2
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 crosswalk markings not covered by new plastic marking
material, and removal of “ONLY” traffic letters, as identified in the
Appendices 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.
No measurement will be made for the lump sum contract items “N
Lincoln Street / W Meeker Street RPM Removal and Curb Painting.”
The measurement for “8 inch Wide Plastic Intersection Turn Extension
Lane (White)” and “8 inch Wide Plastic Intersection Turn Extension Lane
(Yellow)” will be based on the total length of each 8 inch wide plastic
line installed. No deduction will be made for the unmarked area for
these dotted extension lines.
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.
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Project Number: 21-3011.2
“Additional Plastic Traffic Marking Removal,” per square foot.
“8 inch Wide Plastic Intersection Turn Extension Lane (White),” and “8
inch Wide Plastic Intersection Turn Extension Lane (Yellow),” per linear
foot.
“N Lincoln Street / W Meeker Street RPM Removal and Curb Painting,”
per lump sum.
2021 Plastic Markings/Araucto A - 1 February 16, 2021
Project Number: 21-3011.2
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
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
110' 30'
TRAFFIC DIRECTION
4" GAP VARIES
(300' MAX.)
5'
2.5' TWO WAY LEFT TURN LANE
TRAFFIC DIRECTION
TWO WAY LEFT TURN LINES
TRAFFIC DIRECTION
TRAFFIC DIRECTION
20'
8" WHITE LINE
° °
TYPE 2W RPM
^ TYPE 2YY RPM ❑
❑
Y� 20'
4" GAP
4" GAP
4" YELLOW LINE
TRAFFIC DIRECTION
TRAFFIC DIRECTION
DOUBLE YELLOW CENTER LINE
WIDE LINE
TRAFFIC DIRECTION
TRAFFIC DIRECTION
11' 30'
30'
❑ ❑ o
TYPE 2W RPM
❑ �o
4" WHITE LINE
TYPE 2Y RPM
4" YELLOW LINE
TRAFFIC DIRECTION
TRAFFIC DIRECTION
LANE LINE
SKIP CENTER LINE
6' 8'
01 ❑
0
❑ TYPE 2W RPM
4" WHITE LINE
4" GAP 8" WHITE LINE
EDGE LINE
DOTTED WIDE LINE
TRAFFIC DIRECTION
T 9'
21'(TYP) 18" YELLOW BARRIER
LINE
1"
1"
BD
.WHITE LINE18"-TYPE
T
2Y RPM'S EQUALLY SPACED
2W RPM
TRAFFIC DIRECTION
DROP LANE LINE
S�
BARRIER LINE
�����
OF� $1����
NOTES: 4� ��
1. RAISED PAVEMENT MARKERS (RPM's)� =
CITY OF KENT
ENGINEERING DEPARTMENT
SHALL BE INSTALLED PER WSDOT
STANDARD SPECIFICATIONS 8-09,
KENT TYPICAL LANE MARKINGS
9-02.1(8), 9-26.2 AND 9-21 38296
�0
IST-
�SSIONAL ESPS
DESIGNED FS STANDARD PLAN
SCALE NONE
DRAWN--
CHECKED DATE 02-2003
CITY ENGINEER 6-74M
APPROVED
}
o w 24" WHITE
EQUALLY z 0 J CROSSWALK BAR
Lu
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z a g g
(TYP) g c� 24"
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4'(TYP)
V
—0——o— 0 o —0——o
\—
12"-24" WHITE STOP LINE.
TIRE TRACKS (TYP.) WIDTH AS SPECIFIED IN THE CONTRACT
TYPICAL 4 LANE ROADWAY CONFIGURATION IS SHOWN
* GENERAL NOTES:
1. FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES,
CENTER CROSSWALK BARS ON THE LANE LINES, AND IN THE CENTER OF THE TRAVELED
PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE CROSSWALK BARS.
2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB
RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE
OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS.
3. ALL MARKINGS SHALL BE WHITE PLASTIC MATERIAL AS SPECIFIED IN THE CONTRACT
AND IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-34.
4. GLASS BEADS (PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE ADDED TO ALL
PLASTIC CROSSWALKS AND STOP BARS.
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
�y V RE�- ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
o OF WAS�r THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
CITY OF KENT
ENGINEERING DEPARTMENT
KENT PLASTIC CROSSWALK MARKINGS
38296 4 WAS-1-1 ISTERF� ��'� DESIGNED DWH SCALE NONE STANDARD PLAN
DRAWN-
�SSIONAL ECHECKED 88 DATE
ENGINEER 6 - 7 5 M
APPROVED
LENGTH VARIABLE
STOP BAR DETAIL
5'-9"
O
N
TYPE 2SR (RIGHT)
IS MIRROR IMAGE
OF TYPE 2SL
12"-24" AS SPECIFIED
IN THE CONTRACT
NOTE:
1. LETTER LAYOUT SHALL BE PER
WSDOT STANDARD PLAN M-80.20-00
3'-7"
W
TYPE 3!
IS MIRI
OF TYPI
11
0
0
N
TYPE 2SL(LEFT) TYPE 3SL(LEFT)
NOTES:
1. ALL MARKINGS SHALL BE WHITE PLASTIC MATERIAL AS SPECIFIED IN THE
CONTRACT AND IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION
9-34.
2. GLASS BEADS (PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE
ADDED TO ALL PLASTIC MATERIAL.
F REY
�� OF WAShr1
&Q 'Z C�
38296
6"
6" RED STRIPE
WHITE LETTERING
NO PARKING
8" MINIMUM
NO PARKING - FIRE LANE
- FIRE
6" NOTES:
TYPE 1:
1
LANE 1
18" MINIMUM
NO PARKING - FIRE LANE
INV] 321Id - JNI)i'dVd ON 18" MINIMUM
f
WHITE LETTERING
NO
PARKING
FIRE
LANE
R8-31
TYPE 3:
NO
PARKING
FIRE
LANE
R8-31L
1. DIAGONAL RED STRIPING ACROSS THE
WIDTH OF THE FIRE LANE SHALL BE
USED WHEN REQUIRED BY THE FIRE
CODE OFFICIAL. IT SHALL BE USED IN
CONJUNCTION WITH A 6 INCH RED
STRIPE SIMILAR TO TYPE 1. THE
STRIPES SHALL RUN AT A 30 TO 60
DEGREE ANGLE AND SHALL BE PARALLEL
WITH EACH OTHER. THE STRIPE SHALL
BE A MINIMUM 6 INCHES IN WIDTH AND
A MINIMUM OF 24 INCHES APART.
LETTERING TO OCCUR AS WITH TYPE 1
MARKING.
TREY
WA
G'0
38296 wQ
I ST�
�SSIONAL
1. CURBS SHALL BE IDENTIFIED BY A 6 INCH RED PAINT
STRIPE ON THE TOP AND SIDE.
2. ROLLED CURBS SHALL BE IDENTIFIED BY A 6 INCH RED
PAINT STRIPE ON THE UPPER MOST PORTION OF THE CURB.
3. ROADS WITH NO CURBS SHALL BE IDENTIFIED BY A 6 INCH
RED STRIPE.
4. THE WORDS "NO PARKING - FIRE LANE" SHALL BE 18
INCHES HIGH WHITE LETTERING WITH 3 INCH STROKE AND
PLACED 8 INCHES AS MEASURED PERPENDICULAR TO THE
RED STRIPE. IN MOST CASES, BOTH SIDES SHALL BE
MARKED. WHERE LONG ROADS EXIST THE MARKING MAY
ALTERNATE SIDES. MARKINGS WILL NOT EXCEED 50' APART.
TYPE 2:
1. IN ADDITION TO TYPE 1, HIGHWAY GRADE METAL
(ALUMINUM) SIGNS SHALL BE LOCATED AT INTERVALS
OR LOCATIONS AS DETERMINED BY THE FIRE CODE
OFFICIAL. SIGNS SHALL BE 12" X 18" 3M WHITE HIP
PRISMATIC WITH RED 3M ELECTROCUT FILM LETTERS.
POSTS SHALL BE PER 6-82 AND 6-83. THE BOTTOM OF
THE SIGN SHALL BE A MINIMUM OF 7 FEET ABOVE THE
CURB. SIGNS SHALL BE INSTALLED NOMINALLY PARALLEL
TO THE ROAD, FACING THE DIRECTION OF TRAVEL.
SIGNS WILL NOT EXCEED 150' APART.
2. WHERE SIGNS ARE ADJACENT TO BUILDINGS, THE FIRE
CODE OFFICIAL MAY ALLOW THEM TO BE PLACED ON THE
BUILDING OR STRUCTURE.
3. SEE STANDARD PLAN 6-83 FOR SIGN MOUNTING.
NO
PARKING
FIRE
LANE
:Ll --_ �-- i
R8-31D
NO
PARKING
FIRE
LANE
R8-31R
-ANE LINE OR
ENTERLINE
u
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EDGE LINE
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24" WHITE STOP LINE
LAN E
D*
MPH
(Ft.)
25
50
30
100
35
150
40
225
45
300
50
375
* DIMENSIONS SHOWN
ARE APPROXIMATE
1 1_4'(1 VP�
GRID IS 1" SQUARE
'In-- 11CTA71
KEY:
lO WHITE RR CROSSING SYMBOL PAY LIMIT
INCLUDES X SYMBOL, LETTERS, AND TWO
TRANSVERSE LINES
3 SYMBOL DETAILS O 24" WHITE TRANSVERSE LINES
3O W10-1 ADVANCE WARNING SIGN
NOTES:
SEE "R" DETAIL FOR LETTER LAYOUT
1. ALL MARKINGS SHALL BE WHITE PLASTIC MATERIAL AS SPECIFIED IN THE
CONTRACT AND IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION
9-34.
2. GLASS BEADS (PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE
ADDED TO ALL PLASTIC MATERIAL.
o NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
M AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
��FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
OF WAS6)
1/1� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
CITY OF KENT
co G ENGINEERING DEPARTMENT
RAILROAD GRADE CROSSING
KENT PAVEMENT MARKINGS
d 38296 Wes HINGTON
�0 ��GI STEg�'� ��'� DESIGNED DWH ISCALE NONE STANDARD PLAN
�SSjONAL CHECKED 66 DATE
6 - 7 8 M
ENGINEER
APPROVED
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'
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FRE) ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
OF kI� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
CITY OF KENT
� . ENGINEERING DEPARTMENT
• SYMMETRICAL LEFT
Y W KENT TURN POCKET LAYOUT
m w ¢ A� 38296 w� w.sr No,oN
OJ 0+��, �GI ST�� .��DESIGNED DWH SCALE NONE STANDARD PLAN
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NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
WAsi' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
OF �I� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
�0 CITY OF KENT
cl) ENGINEERING DEPARTMENT
oLEFT TURN POCKET AT END
KENT OF TWO WAY
d 38296 w� WA5XINGT " LEFT TURN LANE LAYOUT
�0 ISTER� � DESIGNED DWH
� DRAWN BB SCALE NONE STANDARD PLAN
sIONAL E� CHECKED DATE APPROVED -
ENGINEER 6 - 81 M
2021 Plastic Markings/Araucto A - 2 February 16, 2021
Project Number: 21-3011.2
WSDOT STANDARD PLANS
ROADWAY DELINEATION
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 (2 sheets) (reference for Chevron
Crosshatch marking and Yield Line Symbol only)
M-80.10-01 Traffic Letter and Numeral Applications (2 sheets)
M-80.20-00 Traffic Letters and Numerals (High Speed Roadways)
DRAWN BY: COLBY FLETCHERTRAFFIC ARROW
TYPE 2L (LEFT)
STANDARD PLAN M-24.20-02
SHEET 1 OF 3 SHEETS7’ - 4"8’ - 8"6"
1’ - 10"
1’ - 0"
2’ - 0"
1’ - 0"
1’ - 8"12’ - 0"4’ - 4"4’ - 8"1’ - 8"1’ - 4"1’ - 8"
1’ - 4" ~ ELLIPSE "B" AXIS
TRAFFIC ARROW
TYPE 2R (RIGHT)
‘
& LANE
SYMBOL
TYPE 1 TRAFFIC ARROW12’ - 0"NOTE
TYPE 2L TRAFFIC ARROW
MIRROR IMAGE OF
ELLIPSE "A"
ELLIPSE "B"
17.93 SQ.FT.
MARKING AREA
17.44 SQ.FT.
MARKING AREA
17.93 SQ.FT.
MARKING AREA
‘
& LANE
SYMBOL
GRID IS 4" (IN) SQUARE
OF ELLIPSES
CENTER POINT 5’ - 8"ELLIPSE "A" AXIS2’ - 8"ELLIPSE "B" AXIS3’ - 4"2’ - 4"
ELLIPSE "A" AXIS16’ - 0"TYPE 5 TRAFFIC ARROW
8"
8"
2’ - 0"4"
23.14 SQ.FT.
MARKING AREA
‘
& LANE
SYMBOL
9’ - 8"23’ - 4"HIGH-SPEED ROADWAYS
TRAFFIC ARROWS FOR
SYMBOL MARKINGS ~
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
and on all on-ramps and off-ramps.
with a posted speed limit of 45 mph or higher
type of Traffic Arrow being placed on roadways
Use the dimensions shown on this plan for each
36103
HSLAW .J NAIRB
STA TEOFWASHINGT
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S
SIONAL ENGINEER
SHEET 2 OF 3 SHEETS
TRAFFIC ARROW
TYPE 3R (RIGHT)
STANDARD PLAN M-24.20-02
TYPE 3L TRAFFIC ARROW
MIRROR IMAGE OF
TRAFFIC ARROW
TYPE 3L (LEFT)20’ - 0"3’ - 0"6’ - 0"1’ - 4" ~ ELLIPSE "B" AXIS 7’ - 0"2’ - 0"
1’ - 0"
1’ - 8"12’ - 0"4’ - 4"4’ - 8"1’ - 8"1’ - 4"3’ - 4"1’ - 8"
1’ - 0" ~ ELLIPSE "B" AXIS
1’ - 2"
ELLIPSE "B"
TYPE 4 TRAFFIC ARROW
3’ - 2"
8"
28.40 SQ.FT.
MARKING AREA
33.82 SQ.FT.
MARKING AREA33.82 SQ.FT.
MARKING AREADRAWN BY: COLBY FLETCHEROF ELLIPSES
CENTER POINT
GRID IS 4" (IN) SQUARE
2’ - 6"1’ - 0"1’ - 6"
‘
& LANE
SYMBOL
ELLIPSE "B"
ELLIPSE "A"2’ - 8"ELLIPSE "B" AXIS5’ - 8"ELLIPSE "A" AXIS3’ - 4"4’ - 4"1’ - 4"1’ - 8"4’ - 8"2’ - 0"
1’ - 8"
1’ - 8"
1’ - 0"1’ - 0"
2’ - 4"
ELLIPSE "A" AXIS
GRID IS 4" (IN) SQUARE
OF ELLIPSES
CENTER POINT
‘SYMMETRICAL ABOUT
2’ - 0" ~ ELLIPSE "A" AXIS 5’ - 8"ELLIPSE "A" AXIS2’ - 8"ELLIPSE "B" AXIS‘
& LANE
SYMBOL
ELLIPSE "A"
HIGH-SPEED ROADWAYS
TRAFFIC ARROWS FOR
SYMBOL MARKINGS ~
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
36103
HSLAW .J NAIRB
STA TEOFWASHINGT
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NR
EGISTEREDPROFE
S
SIONAL ENGINEER
STANDARD PLAN M-24.20-02
3’ - 0"
1’ - 0"
1
8
’ -
0
"
9
’ -
0
"
3
’ -
0
"
6
’ -
0
"
( 3.08’)~~
~~3’ - 1"
»¿
TRAFFIC ARROW
TYPE 6L (LEFT)
1’ - 0"
1’ - 8"20’ - 0"3’ - 0"6’ - 0"1’ - 4" ~ ELLIPSE "B" AXIS7’ - 0"1’ - 0"
TYPE 7 TRAFFIC ARROW
2’ - 4" ~ ELLIPSE "A" AXIS
TRAFFIC ARROW
TYPE 6R (RIGHT)
(SHOWN AT REDUCED SCALE)
(MIRRORED ABOUT LANE CENTERLINE)
MIRROR IMAGE OF TYPE 6L
35.88 SQ.FT.
MARKING AREA
35.88 SQ.FT.
MARKING AREA45.17 SQ.FT.
MARKING AREA
SHEET 3 OF 3 SHEETSDRAWN BY: COLBY FLETCHER7’ - 0"
3’ - 6"1’ - 6"
OF ELLIPSES
CENTER POINT
ELLIPSE "A"
2’ - 0"
1’ - 8"1’ - 8"4’ - 8"1’ - 4"4’ - 4"‘SYMMETRICAL ABOUT
GRID IS 4" (IN) SQUARE 3’ - 4"2’ - 8"ELLIPSE "B" AXIS5’ - 8"ELLIPSE "A" AXIS‘
‘
LANE
SYMBOL
3’ - 0"
»¿
‘
& LANE
SYMBOL
ELLIPSE "B"
HIGH-SPEED ROADWAYS
TRAFFIC ARROWS FOR
SYMBOL MARKINGS ~
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
36103
HSLAW .J NAIRB
STA TEOFWASHINGT
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NR
EGISTEREDPROFE
S
SIONAL ENGINEER
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11'-6"-UNLESS NOTED
"oTHERWISE IN CONTRACT
STOP LINE
WHITE OR YELLOW-SEE CONTRACT
CHEVRON OR DIAGONAL
CROSSHATCH MARKING
W = 8" (IN) FOR POSTED SPEED LIMIT OF 40 MPH OR LOWER
W = 12" (IN) FOR POSTED SPEED LIMIT OF 45 MPH OR HIGHER
PAVED 7
SHOULDER
LEDGE LINE
MARKING AREA= 11.73 SQ.FT.
HALF-MILE MARKER
~I LEDGE LINE
\
MARKING AREA = 6.00 SQ. FT.
FULL MILE MARKER
~PAVED
SHOULDER
AERIAL SURVEILLANCE MARKERS
NOTE
CENTERLINE OF JUNCTION BOX,
~ PULL BOX, OR CABLE VAULT
1. If Rumble Strips are present,
install marking outside of
the Rumble Strip.
PAVED
SHOULDER
JUNCTION BOX,
PULL BOX, OR
CABLE VAULT
MARKING AREA= 0.56 SQ. FT.
JUNCTION BOX, PULL BOX,
OR CABLE VAULT MARKINGS
CENTERLINE OF
'·,/ CROSS CULVERT
-=--' _'_,_,_'____,_,:--___ .L_[_ __ EDGE LINE
-(~.'¥
l_ YYi,,,
PAVED__} '
SHOULDER ',
MARKING AREA= 0.56 SQ. FT.
CROSS CULVERT
DRAINAGE MARKING
ANGLE OF
CROSS CULVERT
EDGE LINE
PAVED
SHOULDER
I· 2'-0" ·I
1m
MARKING AREA = 1.06 SQ. FT.
DRAINAGE STRUCTURE INLET
DRAINAGE MARKING
SYMBOL MARKINGS
MISCELLANEOUS
STANDARD PLAN M-24.60-04
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .....
... Washington State Department of Transportation
I. 2'-0" .I
GRID IS 4" (IN) SQUARE MARKING AREA= 1.41 SQ.FT.
ACCESS PARKING SPACE SYMBOL
(MINIMUM)
I
I,/
\ 1\
1/1 \ I
I / \ \ Lo
' 1/ \ C<l
4" \ \ ...:....._ I-
1\ v ~j ~ \ "'-...... ./ iYr
................. ...... v --
I. 3'-0" .I
GRID IS 4" (IN) SQUARE MARKING AREA = 3.09 SQ.FT.
4"
ACCESS PARKING SPACE SYMBOL
(STANDARD)
1'-2" 3'-0" 1'-2"
5'-4"
TOTAL MARKING AREA= 28.44 SQ.FT.
WHITE= 9.76 SQ.FT. BLUE = 18.69 SQ.FT.
~
~
~
~
~
~
ACCESS PARKING SPACE SYMBOL (STANDARD)
WITH BLUE BACKGROUND AND WHITE BORDER
(REQUIRED FOR CEMENT CONCRETE SURFACES)
b
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3" -
10"
SYMBOL
& LANE
ct
6'-0"
3'-0"
MARKING AREA= 12.08 SQ.FT.
SPEED BUMP SYMBOL
Cxl
~ a,
' '
C\1 C<l
Cxl
2'-0" 10"
3'-8"
TOTAL MARKING AREA= 13.44 SQ.FT.
WHITE = 4.82 SQ.FT. BLUE = 8.62 SQ.FT.
ACCESS PARKING SPACE SYMBOL (MINIMUM)
WITH BLUE BACKGROUND AND WHITE BORDER
(REQUIRED FOR CEMENT CONCRETE SURFACES)
SYMBOL MARKING
YIELD AHEAD SYMBOL
YIELD LINE SYMBOL
LL.
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SYMBOL
& LANE
ct
YIELD AHEAD SYMBOL
TYPE1
TYPE2
TYPE1
TYPE2
TYPE2
A B c
6'-0" 2'-6" 13'-0"
6'-0" 3'-0" 20'-0"
1'-0" 6" 1'-6"
2'-0" 1'-0" 3'-0"
2'-0" 1'-0" 3'-0"
B
c
D
N/A
N/A
6"
1'-0"
1'-0"
USE
LESS THAN 45 MPH
45 MPH OR GREATER
LESS THAN 45 MPH
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(MULTIPLE SYMBOLS REQUIRED
FOR TRANSVERSE YIELD LINE -
SEE CONTRACT)
SYMBOL MARKINGS
MISCELLANEOUS
STANDARD PLAN M-24.60-04
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .....
... Washington State Department of Transportation
TRAFFIC
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Pasco Bakotich 111 06-03-11
STATE DESIGN ENGINEER DATE
MAP Washington State Department of Transportation
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APPROVED FOR PUBLICATION
EIGHT FOOT HIGH LETTERS AND NUMERALS Pasco Bakotich 111 06-10-08
ARE SHOWN ON A FOUR -INCH SQUARE GRID STATE DESIGN ENGINEER DATE
Washington Slate Department of Transportation
FOR USE ON ROADWAYS WITH A POSTED SPEED OF 45 MPH OR MORE MAP
2021 Plastic Markings/Araucto A - 3 February 16, 2021
Project Number: 21-3011.2
APPENDIX
The following documents, which have been prepared for this project and are
considered to be a part of the project plans.
List and Maps
Appendix A: 2021 Intersection Markings List
2021 Plastic Marking Refresh Index and Mapbook
Plans
Sheet 1 of 1 N Lincoln Street and W Meeker Street Channelization Plan
APPENDIX A
2021 INTERSECTION MARKINGS
Map Key Intersection Description
Map
Pages
Intersection LegStop Line Width (inches)Est. Stop Line Length (LF)Transverse Yield LineYield Line Symbol, Type 2 (LF)per WSDOT Standard Plan M-24.60-048 inch wide Intersection Turn Extension Line(Length) (LF)Intersection Turn Extension Line(Color)Dotted Edge Line (LF)8 inch wide traffic island edge (LF)"ONLY" LegendCrosswalk Replacement (Full/Partial)Est. Area of Crosswalk to Replace(SF)12" Wide Lane Line (White)(LF)Left Arrow (each)Type 2SLRight Arrow (each)Type 2SRNotes
INT-2887 68 Av S / S 212 St 2 E 24 60 Full 288
INT-2887 68 Av S / S 212 St 2 N 24 70 130 White Full 320
INT-2887 68 Av S / S 212 St 2 S 24 70 150 White Full 320
INT-2887 68 Av S / S 212 St 2 W 24 60 Full 288
INT-1796 38 Av S / S 250 St 5 E Y 6 0 New Yield Line, Traffic Engineer to mark yield line
location
INT-1796 38 Av S / S 250 St 5 W Y 6 0 New Yield Line, Traffic Engineer to mark yield line
location
INT-3046 Lincoln Av N / W Meeker St 7 W 200 0
See attached Lincoln Ave N / W Meeker Street
Channelization Plan, work include curb painting and
RPM removal.
INT-3189 4 Av S / W Crow St 7 N 12 18 0
INT-3195 4 Av S / W Gowe St 7 E 24 18 Full 100 2 - 12 inch wide Parallel Line Style Crosswalk
INT-3195 4 Av S / W Gowe St 7 N 24 20 Full 100 2 - 12 inch wide Parallel Line Style Crosswalk
INT-3195 4 Av S / W Gowe St 7 S 24 20 Full 100 2 - 12 inch wide Parallel Line Style Crosswalk
INT-3195 4 Av S / W Gowe St 7 W Full 100 2 - 12 inch wide Parallel Line Style Crosswalk
INT-3203 4 Av N / W James St 7 E 24 42 Partial 160 Remove remnant of old crosswalk markings not
covered by new crosswalk markings
INT-3203 4 Av N / W James St 7 N 24 50 Partial 80
INT-3203 4 Av N / W James St 7 S 24 52 110 Yellow Full 300 Remove remnant of old crosswalk markings not
covered by new crosswalk markings
INT-3203 4 Av N / W James St 7 W 24 60 Partial 200
INT-3220 77 Av S / S 206 St 2 W 24 26 0 Move stop line back behind crosswalk/curb ramp
INT-3223 3 Av S / W Crow St 7 E 12 16 0
INT-3223 3 Av S / W Crow St 7 W 12 14 0
INT-3227 3 Av S / 78 Av S / S 259 St 13 E 24 25 0
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APPENDIX A
2021 INTERSECTION MARKINGS
Map Key Intersection Description
Map
Pages
Intersection LegStop Line Width (inches)Est. Stop Line Length (LF)Transverse Yield LineYield Line Symbol, Type 2 (LF)per WSDOT Standard Plan M-24.60-048 inch wide Intersection Turn Extension Line(Length) (LF)Intersection Turn Extension Line(Color)Dotted Edge Line (LF)8 inch wide traffic island edge (LF)"ONLY" LegendCrosswalk Replacement (Full/Partial)Est. Area of Crosswalk to Replace(SF)12" Wide Lane Line (White)(LF)Left Arrow (each)Type 2SLRight Arrow (each)Type 2SRNotes
INT-3227 3 Av S / 78 Av S / S 259 St 13 N 24 11 0
INT-3266 2 Av S / W Gowe St 7 E 24 19 Full 140
INT-3266 2 Av S / W Gowe St 7 N 24 20 Full 140
INT-3264 2 Av S / W Crow St 7 E Y 6 0 New Yield Line, Traffic Engineer to mark yield line
location
INT-3264 2 Av S / W Crow St 7 W Y 6 0 New Yield Line, Traffic Engineer to mark yield line
location
INT-3266 2 Av S / W Gowe St 7 S 24 18 Full 140
INT-3266 2 Av S / W Gowe St 7 W 24 16 Full 140
INT-3275 2 Av N / W Cloudy St 7 E Y 6 0 New Yield Line, Traffic Engineer to mark yield line
location
INT-3275 2 Av N / W Cloudy St 7 W Y 6 0 New Yield Line, Traffic Engineer to mark yield line
location
INT-3332 E Gowe St / BNSF 7 E 24 20 0
INT-3332 E Gowe St / BNSF 7 W 24 20 0
INT-3357 E James St / Railroad Av N 7 S Partial 112 Refresh West section of the crosswalk markings
INT-3408 Central Av N / E James St 7 N 24 52 120 White Full 272 4 Remove remnant of old crosswalk markings not
covered by new crosswalk markings
INT-3408 Central Av N / E James St 7 S 24 52 Full 272 2 2 Remove remnant of old crosswalk markings not
covered by new crosswalk markings
INT-3408 Central Av N / E James St 7 W 24 56 Full 256 2
INT-3442 Central Pl S / S 266 St 13 S 12 20 0 New Stop Line, Traffic Engineer to mark stop line
location
INT-3449 E Meeker St / State Av N / State Av S 7 E 24 18 Full 140 Remove remnant of old crosswalk markings not
covered by new crosswalk markings
INT-3449 E Meeker St / State Av N / State Av S 7 N 24 20 Full 160 Remove remnant of old crosswalk markings not
covered by new crosswalk markings
INT-3449 E Meeker St / State Av N / State Av S 7 S 24 18 Full 140 Remove remnant of old crosswalk markings not
covered by new crosswalk markings
INT-3449 E Meeker St / State Av N / State Av S 7 W 24 20 Full 160 Remove remnant of old crosswalk markings not
covered by new crosswalk markings
P:\Public\PROJECTS\_In Design\21-3011.2 2021 Plastic Marking Refresh\60 Design\60.8 Estimating\2021 Plastic Markings Estimate.xlsx Page 2 of 5
APPENDIX A
2021 INTERSECTION MARKINGS
Map Key Intersection Description
Map
Pages
Intersection LegStop Line Width (inches)Est. Stop Line Length (LF)Transverse Yield LineYield Line Symbol, Type 2 (LF)per WSDOT Standard Plan M-24.60-048 inch wide Intersection Turn Extension Line(Length) (LF)Intersection Turn Extension Line(Color)Dotted Edge Line (LF)8 inch wide traffic island edge (LF)"ONLY" LegendCrosswalk Replacement (Full/Partial)Est. Area of Crosswalk to Replace(SF)12" Wide Lane Line (White)(LF)Left Arrow (each)Type 2SLRight Arrow (each)Type 2SRNotes
INT-3455 E Smith St / State Av N 7 E 24 36 Full 220
INT-3455 E Smith St / State Av N 7 N 24 12 Full 180
INT-3455 E Smith St / State Av N 7 W 24 36 Full 220
INT-3455 E Smith St / State Av N 7 S 24 12 Full 120
INT-3478 E George St / Woodford Av N 7 W 12 20 0
INT-3587 84 Av S / S 192 St 2 W 2 0 80 1 1 Place a new arrow and ONLY legend on each lane
and add wide lane line
INT-3605 E Titus St / Reiten Rd S 7 E 24 24 Full 144 1 1
INT-3605 E Titus St / Reiten Rd S 7 N 24 26 Full 128 1
INT-3605 E Titus St / Reiten Rd S 7 S 24 22 0
INT-3628 E Temperance St / Jason Av N 7 E Y 6 0 New Yield Line, Traffic Engineer to mark yield line
location
INT-3628 E Temperance St / Jason Av N 7 W Y 6 0 New Yield Line, Traffic Engineer to mark yield line
location
INT-3629 Cedar St / Jason Av N 7 E Y 6 0 New Yield Line, Traffic Engineer to mark yield line
location
INT-3629 Cedar St / Jason Av N 7 W Y 6 0 New Yield Line, Traffic Engineer to mark yield line
location
INT-3668 E Guiberson St / Van De Vanter Av S 7 E 12 15 0 New Stop Line, Traffic Engineer to mark stop line
location
INT-3668 E Guiberson St / Van De Vanter Av S 7 W 12 15 0 New Stop Line, Traffic Engineer to mark stop line
location
INT-3712 E Temperance St / Hazel Av N 7 E 12 20 0 New Stop Line, Traffic Engineer to mark stop line
location
INT-3712 E Temperance St / Hazel Av N 7 W 12 20 0 New Stop Line, Traffic Engineer to mark stop line
location
INT-4096 98 Av S / S 241 St 8 W 12 15 0
INT-4177 100 Av SE / SE 244 St 8 W 12 26 0 New Stop Line, Traffic Engineer to mark stop line
location
INT-4177 100 Av SE / SE 244 St 8 E 12 26 0 New Stop Line, Traffic Engineer to mark stop line
location
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APPENDIX A
2021 INTERSECTION MARKINGS
Map Key Intersection Description
Map
Pages
Intersection LegStop Line Width (inches)Est. Stop Line Length (LF)Transverse Yield LineYield Line Symbol, Type 2 (LF)per WSDOT Standard Plan M-24.60-048 inch wide Intersection Turn Extension Line(Length) (LF)Intersection Turn Extension Line(Color)Dotted Edge Line (LF)8 inch wide traffic island edge (LF)"ONLY" LegendCrosswalk Replacement (Full/Partial)Est. Area of Crosswalk to Replace(SF)12" Wide Lane Line (White)(LF)Left Arrow (each)Type 2SLRight Arrow (each)Type 2SRNotes
INT-4376 104 Av SE / SE 264 St 14 S Full 192
INT-4614 108 Av SE / SE 224 St 8 E 24 34 0 Remove existing stop line and install new stop line
behind curb ramp
INT-4881 110 Av SE / SE 220 Pl 8 N 12 20 New Stop Line, Traffic Engineer to mark stop line
location
INT-4881 110 Av SE / SE 220 Pl 8 E 12 20 New Stop Line, Traffic Engineer to mark stop line
location
INT-4881 110 Av SE / SE 220 Pl 8 S 12 20 New Stop Line, Traffic Engineer to mark stop line
location
INT-4881 110 Av SE / SE 220 Pl 8 W 12 20 New Stop Line, Traffic Engineer to mark stop line
location
INT-5247 116 Av SE / SE Kent Kangley Rd 15 E 24 48 82 White Full 192
INT-5247 116 Av SE / SE Kent Kangley Rd 15 N 24 44 Y 7 Full 192
INT-5247 116 Av SE / SE Kent Kangley Rd 15 S 24 36 Full 192
INT-5247 116 Av SE / SE Kent Kangley Rd 15 W 24 36 Full 192
INT-5543 120 Av SE / SE 248 St 9 E 24 13 0
INT-5543 120 Av SE / SE 248 St 9 N 24 18 0
INT-5543 120 Av SE / SE 248 St 9 W 24 12 0
INT-5557 120 Av SE / SE 240 St 9 E 24 38 Full 176
INT-5557 120 Av SE / SE 240 St 9 N 24 28 Full 128
INT-5557 120 Av SE / SE 240 St 9 S 24 24 Full 144
INT-5557 120 Av SE / SE 240 St 9 W 24 36 Full 176
INT-5899 124 Av SE / SE 192 St 4 S 24 18 Full 120
INT-6112 128 Pl SE / SE 231 Wy 9 N Y 6 0 New Yield Line, Traffic Engineer to mark yield line
location
INT-6112 128 Pl SE / SE 231 Wy 9 S Y 6 0 New Yield Line, Traffic Engineer to mark yield line
location
P:\Public\PROJECTS\_In Design\21-3011.2 2021 Plastic Marking Refresh\60 Design\60.8 Estimating\2021 Plastic Markings Estimate.xlsx Page 4 of 5
APPENDIX A
2021 INTERSECTION MARKINGS
Map Key Intersection Description
Map
Pages
Intersection LegStop Line Width (inches)Est. Stop Line Length (LF)Transverse Yield LineYield Line Symbol, Type 2 (LF)per WSDOT Standard Plan M-24.60-048 inch wide Intersection Turn Extension Line(Length) (LF)Intersection Turn Extension Line(Color)Dotted Edge Line (LF)8 inch wide traffic island edge (LF)"ONLY" LegendCrosswalk Replacement (Full/Partial)Est. Area of Crosswalk to Replace(SF)12" Wide Lane Line (White)(LF)Left Arrow (each)Type 2SLRight Arrow (each)Type 2SRNotes
INT-9052 S 262 St / Trail 13 W Full 100 Remove remnant of old crosswalk markings not
covered by new crosswalk markings
P:\Public\PROJECTS\_In Design\21-3011.2 2021 Plastic Marking Refresh\60 Design\60.8 Estimating\2021 Plastic Markings Estimate.xlsx Page 5 of 5
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
n
n
n
n
n
÷
S 2 11 St
32PlSS 202 St
S 190 St
S 176 St
32 Av SS 180 St
S 184 St31AvSS 181 StS 181 PlS182St 36PlSS 182 Pl
S 176 St
S 177 St
S177 St
S 178 St
S 179 St
S 181 StS 181 St
S 182 St
S 184 Pl
S 186 StS186St
S 187 St
S 186 St
33 Av S34 Av S36 Av S49 Av S47 Av S46 Av S50 Ct S39AvS46 Av S47AvS37 Av S51AvS48AvS5
0
A
v
S
S 194 St
S 189 StS 188 Pl
S 189 Pl
37 Pl S41 Av S35AvS33 Av SS 203 St 35 Ln SS 198 St SegaleParkBDrAndoverParkWAndover Park WSegale Park D Dr
S Glacier S tAndoverParkE S 182 St
S 188 St
S 190 St
72AvSS 204 St
S 216 StS216St
FragerRd
3
5
AvS34AvS33AvSS 204 St SR181S 220 St
S 212 StChristensenRd72 Av SWValleyRd64 Av SRussellRdS 194 St 62AvS64AvSS 204 St Sout
hcent
er
PkyS 180 St
S 1 7 8 St
Bow Lake Dr180Pl
45 Av S38 Av S48AvS46 Av S179S t
S 188 St
MilitaryRdSOrillia
R
d
34 Pl S189 St
32AvS35Av33Av35 Av35 Pl36Pl41AvS38A v
193 St
184 StMilitaryRdS43 Av42 Av183 St
184 St
185 St36 Av50 Pl S
208 St
211 St
209 St SR5SR533Av200 St
32 AvMilitaryRdSS 212 S t32Av201 St West Valley Hwy68AvSSegale Park C Dr
3
7
Pl S35 Av SSaxon Dr
Midland Dr
Triland Dr
Olympic Av SS 190 St
66 Av S5
8 Pl SS178St
S 192 St
S 1 9 4 St
35AvS 212 St
S 200 St
S 196 StCascadeAvSRiversideDr
ToddBlvd
181 S t 71 Av179 St
181 Pl180 Pl34Av183 St
191 St 34AvS39 Av S192 St
40 Pl S40 Av S39 Pl S39 Av S38 Pl S201 St
34 Av186 St
S 199 Pl62AvS
59PlS40AvS40PlS42 Av SSouthcenter Pky192 Pl
191 Pl
193 Pl
S 193 St
70 Av S70AvSS 200 S t
42PlS2 1 7 S t
217 Pl
218 Pl
216 Pl
43Pl40PlS220Pl41Pl2 1 9 St
220
Pl
S221
St 66AvSS 217 St
S 219 St
S 220 S t 67Av218 St
209 St
42AvSRussellRdSS194StS 208 St
217St
218 St
216 Pl
45 Pl45 Ct44 Pl46 Pl S220 St220 Pl
221 St
219 Pl
S 216 St
RiverviewBlvdS46AvS215Pl 47 Av214 Pl
S215 St
S 215 Pl
47Ct48Pl48Ct214 St S214Wy50 Av214 Pl215St
51 Av S213 St
52WyS5 3 PlRive r v ie w BlvdSS 212 P lS 209 Pl
40 Pl S39 Wy S4
0
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S
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210 St
211 St
211 Pl38 Pl S37 Pl S20 9 Pl
§¨¦5
INT-2887
Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings Refresh PAGE 2 RIGHT
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1 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
÷
n
S 45 PlDavisAvS
S 51 Ct
S1 98
S
tSegaleParkBDrAndoverParkWAndover Park WSegale Park D Dr
S Glacier S tAndoverParkESW 41 St
S208St92AvS 95AvS205 CtS 206 St
S 208 St
S 218 St 98AvS213
St
96AvS97 CtS 37St
SW 41 St
SW 39 St S38Ct
88AvS80AvSS 1 82 St
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 S 194 StTalbotRdSEast Valley HwyLindAvSWEast Valley Hwy204 Pl
20 5 P l206 Pl
S 220 St
S 212 St
84AvS80PlSSW 43 StChristensenRd
72 Av SWValleyRd64 Av SS 194 St 62AvS64AvSSout
hcent
er
PkyS 180 St
West Valley Hwy68AvSSegale Park C Dr SR 167S 55 St
97Av S204 Ct93 Av S212 St
76 Av SSaxon Dr
Midland Dr
Triland Dr
Olympic Av SS 190 St
66 Av SS 196 St
S 196 StCascadeAvSRiversideDr
ToddBlvd
181 S t 71 AvS 199 Pl62AvS
59PlS96Pl
S 208 St96 Av S97 Pl S214 Av 98 Av STalbot Rd SS 192 St
S 202 St
2 0 3 Pl
96WyS 207 Pl
219 Pl
92 Av S220 Av 95Pl96Av95Pl95 CtS 213 St
216 St
205 Pl94Av198St78 Av192Pl
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 S89AvS93Pl96Av97 Pl66AvSS 217 St
S 219 St
S 220 S t 67Av218 St
209 St
S 210 St
80AvS209 St
S 207 Ct
84PlSS 218 St85Av S 213 Pl
86PlS88AvS88PlSS216 St
88 Pl S86AvS220 Ln
2 14 Pl
94PlS96AvS97
AvRussellRdS94PlS216 Pl 94Ct95Pl91PlSS208St 97Pl98AvS90PlS91PlS204 Pl
209 St
210 St
211 St
211 Pl INT-2887
INT-3220
INT-3587
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2021 Plastic Pavement Markings RefreshPAGE 1 LEFTPAGE 3 RIGHT
PAGE 7 DOWN
2 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n
n
nn
n 118 Av SESE 175 L n
SE 188 St
SE 180 St
120AvSESE 186 St
121 Ct SE121 Av SESE 210 Pl
SE 216 St119 Av107AvSE104AvSE105 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
tSE 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 218 St
SE 212 St
211 P lSE212St
SE 213 St
SE 219 Pl106PlSESE 216 St
114 PlSW 41 St
S208St 98PlS92AvS95AvS205 CtS 206 St
S 208 St
S 218 St 98AvS213
St 99AvSSE 212 St
96AvS97 CtS 203 St 103AvSE9
8 Av
SS 37 St
SW 41 St
SW 39 St S38Ct
88AvSS 192 St
S 194 St
81 Av SS 200 St
S 216 St
2 1 6 C t209 St
210 Pl
1 9 8 C t
199 Ct118AvSE116 Av SESE 178 Pl
SE 192 St105PlSE110 Av SE111 Av SE112AvSE114 Av102 Pl187 S t
1 88 Pl
SE 176 St
180 St
113Wy104Av108 Av SESR 515SE 200 St
112Pl101Av99 Pl S11
4
Av11
5
A
v
102PlNE216 C t107Av108AvSES 194 St98 PlSTalbotRdSEast Valley HwyLindAvSWS E 1 79 St
East Valley Hwy204 Pl
20 5 P l206 Pl
84AvS80PlSSE 176 St
SE 186 Pl
103 Ct112 Av SESE 186 St
SE 182 St
1 8 0 Pl
115LnSE180Pl104PlSE106AvSESR 167S 55 St
SE 203 St
122 Av SE2 1 2Pl1
1
7Pl116 Av SE1
0
9
A
v
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212 St 118AvS E
SE 218 P l 113PlSE119 Ct2 1 8 P l206 St
1 8 2 St
1 8 2 P l
183 P l111AvSE 185 Pl
SE 184 Ln
188 St
187 Pl
2 04S tSE 212 Pl
214 St120 Pl SESE 210 St
120 Av211 Pl
SE 204 St
216 Ln111 Ct118 Pl 213 C t205 St
205 Pl
206 St
204 Pl
113Av96Pl
S 208 St96 Av S97 Pl SS 210 Pl
214 Av 98 Av STalbot Rd SS 192 St
116 Av SE197 Pl120 Av SE204 St
117 Av1
0
6
PlS
E
SE174 St
109AvSE113 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 06 Pl
104 Pl194 St
SE 196 St
119 A v205 St
121 Pl SE215 St 121 Pl SE119 Av SE219 Ct119 LnSE 217 St
110Av107PlSE 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
103 Pl SE219 Pl
S 220 Pl92 Av S220 Av 95Pl96Av95Pl95 CtS 213 St
216 St
205 Pl94Av
207 St 106 Pl106 AvSE218Pl
219 Pl100 Pl2 0 2 S t 102 Av114PlSE177 Pl
S E 180 Pl
113 Av108AvSE183 St109 Av108PlSE107 Ct186 Pl
111AvSE80 Ct SS 184 St
S 187 St
S 190 St
S 192 StS 198 St
S 202 St85 Av S87 Av S89AvS93Pl96Av97 Pl209 St
84PlSS 218 St85Av S 213 Pl
86PlS88AvS88PlSS216 St
88 Pl S86AvS220 Ln
2 14 Pl
94PlS96AvS97
Av94PlS216 Pl 94Ct95Pl
S E 1 8 1 S t
180 St
110 Av183 C t110th189 St
198 Pl
SE 200 St
212 C t101 Pl91PlS106 Av97Pl189 Pl
117 Ln SESE 189 Pl
SE 189 Ln
SE 190 Ln
SE 191 St
117PlSESE189 Pl
S E 193 Ter
114PlSE115PlSESE 194 St113PlSE113AvSE193Pl
SE 193 P l117PlSE114AvSE112 Pl SESE 188 St
194 Pl
SE 198 St
SE 200 St
117PlSE118 Av119 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
202 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 209 Pl
119 PlSE 2 1 3 S tSE 217 St
120AvSE120AvSESE 218 Pl
SE 217 Pl
SE 219 Pl
SE 214
C
t
SE 214 St
SE 216 St 216 St105AvSE209Pl103 Av SESE21
2St 104Av98AvS99AvS102PlSE105PlSE104PlSESE 218 S tSE 219 St
107AvSE220 Pl
S E 218Pl
Private Rd220 StSE220St105 AvSE 214 Pl105Pl
108Pl214 Pl
213 S t110 Ln113PlSE 205 St
SE 211 Ln
SE211 LnSE 214 StUnnamed110AvSEUnnamed 120 Av SE120AvSE121WySE119Av112 CtUnnamedUnnamed
101 Ct99PlSE 220 St90PlS91PlS204 Pl
SE 206 St
INT-3587
Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings RefreshPAGE 2 LEFTPAGE 4 RIGHT
PAGE 8 DOWN
3 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n
n
n
n
n
n
n
n
÷
SE 182 St
SE 187 St
SE 186 P l
139WySE 180 St 139PlSESE 184 St
SE 184 Pl
135PlSESE189PlSE 143 Ct
132 Pl133AvSE133 Pl134AvSE135AvSE136 Pl SE133 Av SESE 198 St
SE 200 St
SE 201 St
S E 2 0 2 C t
142 Av SE1
4
4
A
v
S
E135
Av
S
E144 Av SE142AvSESE188St
189 CtSE 181 St
SE 184 St118 Av SESE175 L n
SE 188 St
SE 180 St
124AvSE120AvSESE 186 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 St
SE 219 Pl119 Av107AvSESE 199 St106 Av SESE181 StSE 186 St
SE 190 St
SE 190 Pl
201 St
1
1
5
Pl
S
E
SE 196 St
SE 189 Ct
SE 217 St
SE 218 St
SE 212 St
211 P lSE212St
SE 213 St
SE 219 Pl106PlSESE 216 St
114 Pl213 S t131Pl138A
v
19 6 St132Pl
1 9 9Pl138AvSE 204 W y134Ct198 St
202Pl133PlSE 202 St
SE 192 St 143Av180 Pl
177 St
133 Av132 Pl SE1 8 5 Pl185St
186St 131Av142 Av140 Ct1 8 9 P l 139Wy138 Av132 Av SE131Pl207 St
207 Pl
212 Pl 212 Pl
215 St125Av
123 Av217 St122 Pl211 Pl
210 Pl
124Av217 Pl
2 1 6 C t209 St
121Pl210 Pl
211 Ct
218 Pl210 Ct 210 Ct
128Pl123 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 St105PlSE110 Av SE111 Av SE112AvSE114 Av18 7 S t
1 8 8 Pl
SE 176 St
180 St
113Wy108 Av SESR 515112Pl11
4
Av11
5
A
v
216 C t107Av108AvSESE 176 St
140 Av SESE 186 Pl112 Av SESE 186 St
SE 182 St
180 Pl
115LnSE180Pl106AvSE143AvSE1 8 2StSE 182 Pl
SE 183 St 143AvSE130AvSE
SE 1 8 4 PlSE 203 St
122 Av SE124 Av SE2 1 2Pl209 Ct
1
1
7Pl 124AvSE116 Av SE210 St
1
0
9
A
v
S
E
204 S t
143 Pl SESE 19 1StSE 182St118AvS E
SE 218 P l 113PlSE194 St
1
4
1
Av 142Av123Av119 Ct217 Ct
218 Ct2 1 4Pl2 1 8 P l
206 St
206 Pl128Av130Pl126 Pl182 St
1 8 2 P l
18 3 P l111AvSE 185 Pl
SE 184 Ln
135Av185 Pl
2 0 8 Pl
131 PlSE
2 04S t212Pl
2 1 3 S tSE 212 Pl
SE 208 St121 Pl220 St
SE 216 St
207 Pl
134Pl214 St120 Pl SESE 210 St
120 Av211 Pl 125 AvSE 204 St
216 Ln111 Ct118 Pl 213 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 Av1
0
6
PlS
E
SE174 St
109AvSE113 Pl SE179 Pl SE 179 St
114 Av184 Pl
110 PlSE 183 Pl
109Av1 8 9 C tSE 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
105 Pl106 PlS E 206 Pl
194 St
SE 196 St
119 A v205 St
SE201 P lSE 203 Pl 130 Av125 Pl127 Pl
132 Av SESE 195 St129 Pl SE195 Ct193 St
1
4
4
C
t
196 Ct142PlSESE 194 St140 Pl141Av195 Pl144 Pl143Pl142 Av201 St
209 S tSE 21 2 P l
SE 212 St
121 Pl SE215 St 121 Pl SE214 Pl
216St
2 1 5 P l119 Av SE219 Ct119 LnSE 218 Pl129 Ct130Av218 Pl
SE 216 St
217 St
218 Ct
123 PlSE 217 St
110Av107PlSE 215 St114 Pl115 Pl113 Pl113 Av2 11Pl109Pl1
14PlSE110 Av110 Av209 Pl
SE 211 St
213 Ct
213 St 106 Pl106 Av137AvSE2 0 1 C t134PlSE193St137Ct
SE 188St
187 Pl
186 St
SE 1 7 9Pl114PlSE177 Pl
S E 180 Pl
113 Av108AvSE183 St109 Av108PlSE107 Ct186 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
106 Av189 Pl
117 Ln SESE 189 Pl
SE 189 Ln
SE 190 Ln
SE 191 St
117PlSESE189 Pl
S E 193 Ter
114PlSE115PlSESE 194S t113PlSE113AvSE193Pl
SE 193 P l117PlSE114AvSE112 Pl SESE 188 St
121 Pl SE194 Pl
SE 198 St
SE 200 St
117PlSE118 Av119 AvS E 1 91CtPrivate Rd113WySE190 Ct
110PlSE112 Av SEUnk Private
114AvSE191 P l
190 Pl 190 Pl
SE 195 P lSE 199 St
SE 196 St
SE195 St
SE 19
4Pl
106AvSEUnnamed110AvSE111WySE111WySESE 201 St
202 L n201Pl
110PlSE110TerSESE2 0 2 C t
SE 203 Pl
113Pl111AvSE110AvSE112AvSESE 207 St 207 Pl
207 C tUnnamed
109 AvUnnamedUnnamed109LnSE209 Ln
SE 206 St106AvSE105PlSE204Pl
SE 20 2 P lSE 204 St
Unnamed11
0
A
v
112 Av SESE 209 Pl
119 Pl214 StSE213St
SE 217 St
120AvSE120AvSESE 218 Pl
SE 217 Pl
SE 219 Pl
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
216 P lSE 217 PlSE127Pl
125AvSESE 217 P l125Pl214 St
129 PlSE130AvS E 214 Wy
SE 204 St
130 Av SESE 203 Pl
SE201St
SE 202 Pl 127Ln105PlSE107AvSE220 Pl
S E 218Pl
Private Rd220 StSE220St
SE 214 Pl105Pl
108Pl214 Pl
213 S t110 Ln113PlSE 205 St
SE 211 Ln
SE211 LnSE 214 StUnnamed110AvSEUnnamed SE122PlSE199 St
120 Av SE120AvSE121WySE119Av112 CtUnnamedUnnamed
SE 206 St
INT-5899
Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings RefreshPAGE 3 LEFT
PAGE 9 DOWN
4 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n
÷
n n
n
n
n
S 253St
22AvSS254Pl
S 257 St
20 Av S19 Av S14PlSS 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 S18 Av S15 Av S21 Av SS 212 St
S 213 Pl
S 214 St
29 Av SS212St32PlSFragerRd
3
5
AvS34AvSS 228 St33AvS31AvS
41AvS35AvS35PlS39AvSS239S t33AvS34AvS35PlS42AvS43AvSLakeFenwickRdS 248 St
S 249 St
45PlSS 253St
S 243 St
S 24 8 St
35PlS20 Av S27PlS30AvSS 248 St
S 251 St
S 252 St
30Av25AvSS 246 S t SR 5SR 5SR99RussellRdS 212 S t32Av31A
vMilit
a
r
y
Rd
S
238St38AvS
239P l
241 St
242 St
35 Pl
239 St 42 Pl S243 Pl
36 Av S252 St
42Pl36PlS45 AvS 256 St
S 224 St
S 223 St 24 Av SSR99S 216 St
S 221 St29 Av S30 Av S20 Av SKent-DesMoinesRd
18 Pl S1
8PlS19AvS20AvS27 Av26PlS28 Av S255 Pl
18 Av S23PlS2 5 1 P l
1
5AvS253 St
S 251 St
S 244 Pl
21Av
21PlS16 Av SS 240 St
257 Pl
2 58St45 Pl
S
R
5
1
6
3
7
P
l
S35 Av SS 2 5 7 S t43PlS38AvSS 255 St 35 Pl S32PlS25 9 Ct29 Av SS 256 St27 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 AvS 212 St
19 Av16 Av S19 Pl SS 222 St22 Av SS 219 StS 219 St
S 220 St
36PlS255 Pl 39Pl251 St
252 St
254 Pl253St
252 Pl29 Ct29 Av30 Av30 Pl249 Pl
23 Av17 Av
2 54 St
44 Av22 Av S249 Pl249 Pl257 S t35Pl 40AvS40PlS42 Av S2 3 2 S t233 St
232 St 2 3 2 Pl230 St
231 St 30 Av S227 Pl
24 Av43Av245 Ct
37Pl252 Pl
25 6 Ct 38Pl32 Pl31Av254 St
33Pl34Pl2 4 7 C t
2 4 7 S t
246 Ct
250 St
250 Pl
251 Pl
256 Pl
253 Pl254St
253 Pl
ReithRdS 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
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221 Pl
45AvS222 S t 46AvS224Pl
4
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225Pl42 Av42Pl35
P
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23 2 PlS 240 St 50 Av233Pl
5
1
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51AvS51CtL
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S 251 StS 251 Pl
S 252 PlS 252 Pl 27 Av S32 Av256 Pl
257 Pl
258 St
258 Pl
S 256 St
27PlS25 Ln S42AvS4
1AvFragerRd24
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S 250 St 250Pl
257 St
36PlEmmettLnRussell
Rd
217St
218 St
216 Pl
45 Pl45 Ct44 Pl46 Pl S220 St220 Pl
221 St
219 Pl
S 216 St
RiverviewBlvdS46AvS215Pl 47 Av214 Pl
S 215 St
S 215 Pl
47Ct48Pl48Ct50 AvRive r v ie w B lvdSRiverviewBlvdSV e t e r a n s D r
252 Pl
251Ct
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INT-1796
99
516
Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings Refresh PAGE 6 RIGHT
PAGE 11 DOWN
5 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n
n
n
n
32PlS72AvSS 216 St
70AvSS 234 St
S 226 St
H
a
w
l
e
yRdWNadenAvSMadisonAvN74AvSS 216 St
S 236 StFragerRd
3
5
AvS34AvSS 228 St33AvS
41AvS35AvS35PlS39AvSS239S t33AvS34AvS35PlS42AvS43AvSLakeFenwickRdS 248 St
S 249 St
45PlSS 253St
S 243 St
S 248 St
35PlSSR 5James St
W Meek er St 6th Av NW Sam St
6th AvS 220 St
S 212 St
W M eeker S t64 Av SS 2 2 8 S tS 224 StRussellRd
54 Av SS 212 S t32Av
Milit
a
r
y
Rd
S
238St38AvS
239P l
241 St
242 St
35 Pl
239 St 42 Pl S243 Pl
36 Av S252 St
42Pl36PlS45 AvS 256 St 68AvS68AvS45 Pl
S
R
5
1
6
3
7
P
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S35 Av SSR167Washington Av NLincolnAvNThompson Av NS 228 St
6th Av NFrager R dSRu
s
s
e
ll Rd
S 2 5 7 S t43PlS38AvSS 255 St 35 Pl S32PlS239
Pl
S 244 St
34
AvS41AvS
35 Av SS23 6 St
S 212 St
36PlS255 Pl 39Pl251 St
252 St
254 Pl253St
252 Pl
2 54 St
44 Av249 Pl257 S t35Pl 40AvS40PlS42 Av S43Av71Pl227 Pl
Rachael Pl
245 Ct
37Pl252 Pl
256 Ct 38Pl33Pl34Pl2 4 7 C t
2 4 7 S t
246 Ct
250 St
250 Pl
251 Pl
256 Pl
W Saar St
S 231 St
66 Av S253 Pl
ReithRdWaterman St
S 254 St
45 Av Adams5thAvS42PlS2 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
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221 Pl
45AvS222 S t 46AvS224Pl
4
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225Pl42 Av42Pl35
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S222 Pl 66AvSS 217 St
S 219 St
S 220 S t 67Av218 St
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23 2PlS 2 3 2 S t50 Av50Pl233Pl
5
1
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Av
5
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225 Pl
2 37Pl51AvS51Ct
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2 3 3 St
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54Av235
2 31 Pl
5
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5
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5
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7
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S56 AvS 2 3 4 S t55Av
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W
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237 St62 Av S61AvSLakesideBlvdE
233Pl
234 Pl
5
9
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60AvS5
8 A
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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 SW Smith St
6th AvWJamesLnRidgeview 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 5 1663 Pl
S62 Pl
S62 Av SS 251 S t
62 Av SS 251 Pl
S 253 St
S 253 Pl
S 255 St
L
a
k
e
F
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wic
k
R
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S45PlS4
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Av
S2 4 8 P l4
6
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S 251 StS 251 Pl
S 252 Pl32 Av62 WyNaden Av42AvS4
1AvFragerRd6
2
Pl232Pl232 C t59PlS238 S tWMortonSt59Ct
W Willis St
257 St
236 St
56 Ct56Pl61 PlS 232 St
36PlRussell
Rd
217St
218 St
216 Pl
45 Pl45 Ct44 Pl46 Pl S220 St220 Pl
221 St
219 Pl
S 216 St
RiverviewBlvdS46AvS215Pl 47 Av214 Pl
S215 St
S 215 Pl
47Ct48Pl48Ct214 St S214Wy50 Av214 Pl215St
51 Av S213 St
52WyS5 3 PlRive r v ie w BlvdSRiverviewBlvdSV e t e r a n s D r
6
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INT-1796
INT-2887
INT-3046
181
516
Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings RefreshPAGE 5 LEFTPAGE 7 RIGHTPAGE 1 UP
PAGE 12 DOWN
6 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n
nn
n
÷
CrestAvSLenoraAvReitenRd95 Pl STil
d
enAvHilltopAv96 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 218 St
S 222St 98AvS213St
96AvS72AvSS 216 St S 216 St
70AvS5thAvN3rdAvN1stAvN2ndAvNS 234 St
StateW Cole St
S 226 St
H
a
w
l
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S 216 St
S 236 St
E Temperance St
Valley Pl 96P
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SummitAvNWoodford Av NRailroadAvNCanyonDr
MaplewoodAvSE Chicago St
WynwoodDrMaple St
WardSt
E Guiberson St
K e nsingtonAvGoweSt
Bridges Av SCentralAvS4th Av SJames St
W Meek er St 6th Av NW Harrison St
W Meeker St
W Sam St
6th Av4thAvNS 220 St
S 212 St
84AvS64 Av SS 2 2 8 S tS 224 St68AvS S 222 St
68AvSETitusSt85 Pl SSR167ValleyFwyS
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CentralAvNProspect Av NS 243 St
E 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 SFrager R dS1st Av SStateAvNKennebeckAvMcmillan St
Clark Av NPioneer St
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wo
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Dean St
George St 86AvAlpineW y 97 Pl S214 Av
219 Pl
96 Pl221 Pl92 Av S220 Av 95Pl96Av95Pl95 CtS 213 St
216 St
71Pl227 Pl
W Cloudy St
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S 244 Pl
230 Pl
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94Ct S
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AvE TitusStMarion St Ellis PlViewPlS 240 St
Willis St
W Titus St
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S
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W Saar St
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66 Av S96PlOverlook St
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S 224 St
S 226 Pl66AvS 84PlSS 218 St85Av S 213 Pl
86PlS88AvS88PlSS216 St
88 Pl S86AvS220 Ln
2 14 Pl
94PlS58 CtS 2 3 8
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237 St62 Av S61AvSLakesideBlvdE
233Pl
234 Pl
5
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60AvSS23 1 S t233 St
60 Pl62AvS 233 St62 Pl63Pl60 Ct66AvS67PlSS 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 S228 St95 Av SS 240 P l
239 Pl
S 247 Ct
Wo
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87AvSW Smith St
6th AvRussell StWJamesLnRidgeview DrW James LnJamesCt
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242Pl
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S 2 4 9 S t
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S62 Pl
S62 Av SS 251 S t
62 Av SS 251 Pl
S 253 St
S 253 Pl
S 255 St
S 94AvS244 St62 WyNaden Av258 KimberlyAv6
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StConcord 94PlS216 Pl 94Ct95Pl
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S 235 Pl
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INT-2887
INT-3046
INT-3189
INT-3195
INT-3203
INT-3223 INT-3264
INT-3266
INT-3275
INT-3332
INT-3357
INT-3408
INT-3449
INT-3455
INT-3478
INT-3605
INT-3628
INT-3629
INT-3668
INT-3712
INT-4096
181
516
Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings RefreshPAGE 6 LEFTPAGE 8 RIGHTPAGE 2 UP
PAGE 13 DOWN
7 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n
n
÷
n
n
nn
nn
SE 216 St
117Av118AvSE103PlSE104PlSESE 217 St
SE 218 St
SE 212 St
211 P lSE212St
SE 213 St
SE 224 St
SE 225Pl
SE 219 Pl
SE 222 St
SE 223 St
SE 225 St106PlSE
SE 227 Pl
SE 216 St
114 Pl106PlSE2 2 9 S t
SE 232 Pl
SE235 S t
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516 515
Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings RefreshPAGE 7 LEFTPAGE 9 RIGHTPAGE 3 UP
PAGE 14 DOWN
8 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n
n
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INT-4614
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INT-5543
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INT-6112
Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings RefreshPAGE 8 LEFTPAGE 10 RIGHTPAGE 4 UP
PAGE 15 DOWN
9 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n ÷
n
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Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings RefreshPAGE 9 LEFT
PAGE 16 DOWN
10 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n
n
n
n
÷
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Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings Refresh PAGE 12 RIGHTPAGE 5 UP
11 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n
n
n
n
n
÷
S 285 StS285St
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S 2 91 St
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Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings RefreshPAGE 11 LEFTPAGE 13 RIGHTPAGE 6 UP
12 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n
÷
n
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Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings RefreshPAGE 12 LEFTPAGE 14 RIGHTPAGE 7 UP
13 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n
n
n
n
n
n
n 118AvSESE 272 Pl
274 St
275 St
117AvSE118AvSESE 284 St
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283 St
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Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings RefreshPAGE 13 LEFTPAGE 15 RIGHTPAGE 8 UP
14 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n
n
n
n
n
÷
n
n
n 146A
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264 St
SE 268 St
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274 St
275 St
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SE 288 Pl
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SE 276 Pl
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283 St
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279 Ct
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108 Av SE269St111 Pl
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281 St
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121 Pl SE2 51Pl252 P l122 Pl
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115 Av252 Pl
107 AvSE 266 St114 Pl265 Pl
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270 CtSE 272 Pl
268 St
267 Pl
266 Pl118Pl263 C t261Pl256 Pl
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129Av258 St
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135 Av136 Av267 Pl
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123 Pl122 Pl281Ct121 Av123PlSE 282 St
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122PlSE 282 St
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116 Av SESE 280 St
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108AvSE106 Av SE252 St
108 Pl SESE 254 Pl 109AvSE252 Pl
253 Pl
109 Ct254 Pl
110 Av110 Av255 Pl
10
9C
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257 St S E 257 St
256 Pl
257 P l 115 Av258 St
259 St114 AvSE 264 St
258 Pl
112 AvAvSE113260 St
260 Pl
2 6 1 S t262St
107 Av SEPl 114PlSE 277 St
114AvSESE 279 St
SE 275 St 131 Av134 Pl SESE 282 St
274 Pl114 Av SE114AvSE265 St114 Ln SE262 St145Av
253 St
143 Ct251St250St251Pl110Pl120PlSE254St
266 Pl266 St
2 7 4 P l
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2 5 6 Pl
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137 Av SE136 Pl281 Pl
266 Pl
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145
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126Av126Pl124 Pl277St128 Pl SE129 Pl280 P l279Pl
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260 St 137 Av255 Pl
137 Wy254 Pl
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250 Ct
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107 Pl138PlSE 262 St
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109
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Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings RefreshPAGE 14 LEFTPAGE 16 RIGHTPAGE 9 UP
PAGE 17 DOWN
15 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n
n
n
÷
÷
n
n 146A
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168AvSE164PlSE168PlSE168PlSE156AvSE160AvSE156AvSESE 261 St
SE 251 StSE251St
SE 287 St
SE 2 92 St
SE 280 St
SE 291 Pl140AvSESE261St144AvSESE263St
2 64 St
SE 268 St
SE264St
SE270Pl
SE 278 St 141AvSESE 285 St
SE279 Pl167 Pl278Pl168AvSE258 St253Pl167 Av168 Av168Pl1
6
8
Pl
167 Av251 Pl
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152
W
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SESE 264 St SE 263 St
2 6 5 S t
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271 Pl 159Av260 S t2 5 8 S t160Av162 Pl161Av288 S t156 Av290 St 290St276 Pl
279 P l148Wy 1
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276 St
2 6 3 P l
134Av261 St132Pl
SE26
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136PlSESE 256 St
Kent-Black Diamond Rd132 Av SE144 Av SE14
5
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2 52 Pl
254 St
282Wy 131Pl263 Pl
259 Pl
Kent Kangley Rd144AvSE136
A
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139Pl145Av146Av145Av130Av 145Ct147 Av139Av144
Pl
147Av143Av278St277 Pl166 Av166Av2 6 6 S t
S E 262PlSE 2 6 7 Pl2 73 St
139Pl258 St
259 Pl 144Pl138 Pl256 Pl
130Av257 St
SE266St
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153 Av261 Pl
280 Pl
281 St
281 Pl
140 Av151 Pl SE145 Pl137Pl132Pl133 Ct248 Pl249St
2
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130 Pl261 St
264 Pl
135 Av136 Av267 Pl
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143 St143 Pl142 Pl SE1
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161 Pl254 St
150P l
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270 Pl270 StSE278St 143PlPl147
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1
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139 Pl SE253St
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259 St
132 Pl SE
1
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266 Pl
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148 Av SE267 St
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274 Ln
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152 Av SE277 Pl
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150 Ln153PlSESE 288 St 152AvSESE 282 Pl
SE 282 Pl
149 Av SESE 284 St
146PlSESE 288 St136 Av SE137 Av SE138 Pl SE141AvSE272 St
130 Av SE274Ct
SE 274 St
282St
SE 275 St 131 Av134 Pl SESE 282 St
262 St145Av
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143 Ct
2 7 4 P l2 7 3 C t135AvSE257 Ct
2 5 6 Pl
14
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137 Av SE136 Pl281 Pl
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145
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142PlSESE 286 Ct
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138PlSE 262 St
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Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings RefreshPAGE 15 LEFT PAGE 10 UP
16 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n
n
n
SE 268 St
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 l105AvSESE 284 St
283 St
SE 290 Pl109AvSE104AvSE106AvSE110AvSE112AvSE109 Ct111CtSE270 St
1
1
5
A
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S
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276 St134Av136PlSE
132 Av SE121Av122Av123Av118Pl122 Av121 Av26 9 St120Pl 2 7 7 Pl 278 Ct
279 Ct
272 St
116Pl121Pl118Av121
P
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282Wy
274 St
277 Ct120Av268St108 Av SE269St111 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 128 Av SE127 Av SES E 2 9 1 S t108AvSE 287 St
SE 2 7 4 W y 124 Av SE139Pl130Av
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1
2
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139Pl126Ct110AvSE125Av111Ct110Ct2 7 0 S t115 Av111 Pl113 Pl280 Pl
281 St
281 Pl
140 AvSE 267 St
102AvSE268 St
SE 266 St114 Pl265 Pl
115 Av268 St
270 CtSE 272 Pl
268 St
267 Pl
266 Pl 126Pl265 Pl
135 Av136 Av267 Pl
138Av270 St
2 7 4 St275St140AvSE276 St126Av124Pl276 Pl
125Av131Av2 8 0 S t1
3
1
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123 Pl122 Pl281Ct121 Av 123PlSE 282 St
SE 280 St 120 Av SESE 276Pl
123AvSE 276 St
SE 288 St
107 Av108 Av112AvSE111
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122PlSE 282 St
1
3
7
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275 Pl111Pl116Pl116Pl117PlSE 2 7 7 S t276Wy266 St
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277 St
268 St
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SE 286 P l
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SE 277 St
114AvSE106 Av SESE 279 St
Gr
e
e
n
RiverRdSSE 275 St 131 Av134 Pl SESE 282 St
274 Pl114 Av SE114AvSE266 Pl266 St
2 7 4 P l2 7 3 C t135AvSE136 Av SESE 280 Ct
137 Av SE136 Pl281 Pl
266 Pl
268 St 106PlSE 279 Pl
SE 280 St
272 Pl
SE 273 Pl103 PlSE 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
SE 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
268St
S
R
5
16105Pl
SE 272 St105 Av106 Av105 Pl271 St
271 Pl
274 Ct105 AvSt
273
107 Pl138Pl266 Ct
109
A
vSE 269 St
SE 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
Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings Refresh PAGE 15 UP
BRIDGES - 17 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
SE 264 St
267 StSE 265 St
267Pl
269 St 235 Av2 71 Pl MAPLEVALLEYBLACKDIAMONDRDSE 264 St
S E KENT-KANGLEYRDSUMMIT-LANDSBURGRD234 Av235 Av233 Av236Av234234 CtSE266St
233264 Pl
234 Av267Pl 235AvSEKENT-KAN G L E Y RD
235 Ct233 AvSE 276 St
234 Av235 Av236 Av SESE 286 St
S E 2 8 5 St
234 Ct
241Av S E 262 Av SE268AvSE233 Pl SEMaple Valley
Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings Refresh
CLARK SPRINGS - 18 OF 19F
0 500 1,000 1,500 2,000Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
n
n
n
÷
CrestAvSLenoraAvReitenRdHilltopAvReite
n
R
d
E Laurel St
S259St88AvSHazelAvNS228St5thAvN3rdAvN1stAvN2ndAvNS234StStateW Cole St
H
a
w
l
e
y
RdWNadenAvSMadisonAvN74AvS5th Av S5thAvS3rdAvS2ndAvS1stAvSRailroadAvSW Gowe St
S 259 St
S 262 StS262St
S 236 St
E Temperance St
Valley Pl
Novak Ln
SummitAvNWoodford Av NRailroadAvNCanyonDr
E 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 Meeker St
W Sam St
6th Av4thAvN68AvSETitusSt85 Pl S79AvS261S t 80AvSSR167CentralAvNProspect Av NE Seattle St
E S mith St
2nd Av NWashington Av NLincolnAvNThompson Av NS 228 St
6th Av N2nd Av NFrager R dS1st Av SStateAvNKennebeckAvMcmillan St
Clark Av NPioneer St
Hillcrest AvKensington AvStoneburnerLnGarfieldAvSOly
mpicWy
Cherry Hill
E Filbert
East LnE Hemlock St
E Walnut St
E Dean Jason Av NAlexanderGl
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Dean St
George St 86AvAlpineW y71PlWCloudySt
Cedar St
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Tacoma St
E Maclyn St
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AvE TitusStMarion S t Ellis PlViewPlWillis St
W Titus St
Rachael Pl W Crow St CrestPlStetson Av
Se attle St
Carter St
S
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ic
W
y
Chicago StMorton St
W Saar St
S 231 St
66 Av SOverlook St
Waterman StAdams
5thAvSS 238Pl
S 239 St 63Av63AvS238 St
237 St62 Av S62AvS 233 St62 Pl63Pl66AvS67PlSS 238 PlS 239 St
S 239 Pl 84 Pl S236 Pl 91 Av SS 235 Pl 89 Pl90 Wy S91WySCarter PlKirkwoodAv
87AvSW 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
S62 Av SS 251 S t
62 Av SS 251 Pl
S 253 St
S 253 Pl
S 255 St
S 261 St
S62 WyNaden Av258Pl
88Av6
2
Pl Scenic WyS238 StWMortonSt
Alder Ln
E Smith St
VanDeVanterAvSW Willis St
S 232 St
StConcord
C le a rvi ew
RamsayW
y
W Kent Sta St
1st Av N2nd Pl N3nd Pl NSR 1676
4
A
v
SS 236 Pl
65 Av64 Pl238 Pl
&(
INT-3046
INT-3189
INT-3195
INT-3203
INT-3223
INT-3227
INT-3264
INT-3266
INT-3275
INT-3332
INT-3357
INT-3408
INT-3449
INT-3455
INT-3478
INT-3605
INT-3628
INT-3629
INT-3668
INT-3712
INT-9052
181
Produced by Joseph Araucto \\Client\P$\Public\Operations\Streets\Pavement Marking Projects\2021 Plastic Marking Refresh Mapbook.mxd Printed: January 2021
2021 Plastic Pavement Markings Refresh
DOWNTOWN - 19 OF 19F
0 500 1,000 1,500Ft
Intersection Marking
Legend
INT-123 Map Key (see Appendix A for details)
2021 Plastic Markings/Araucto A - 4 February 16, 2021
Project Number: 21-3011.2
TRAFFIC CONTROL PLANS
2019
2019
2019
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SPEED
LIMIT
25
ROAD
WORK
AHEAD
W20-1 W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1W20-7a
ONE LANE
ROAD
AHEAD
W20-4
E GOWE ST
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.41
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-14194 AVE SPOLICESTOP
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
.
.
#
,
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
NO PARK BARRICADE
STOP
SPEED
LIMIT
25
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
W MEEKER ST
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SPEED
LIMIT
25
ROAD
WORK
AHEAD
W20-1 W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1W20-7a
ONE LANE
ROAD
AHEAD
W20-4
E GOWE ST
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.42
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-14194 AVE SPOLICE
STOP
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
.
.
#
,
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
NO PARK BARRICADE
STOP
SPEED
LIMIT
25
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
W MEEKER ST
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1 W20-7a
E GOWE ST
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.43
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-14194 AVE SSIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ROAD
WORK
AHEAD
W20-1
SPEED
LIMIT
25
28” REFL. CONE
W MEEKER ST
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
STOP
LEFT LANE
CLOSED
AHEAD
W20-5L
ROAD
WORK
AHEAD
W20-1
W4-2R
W20-7a
BE
PREPARED
TO
STOP W20-7b
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
POLICE
.
.
#
,
FLAGGING CHARTS
SPEED
LIMIT
25
SPEED
LIMIT
25
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
SEQUENTIAL ARROWBOARD
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
KEEP
RIGHT
R4-7
18” x 24”
R3-5L
MODIFIED
OK
18” x 24”
CONE TAPER = L
CONE TAPER = L
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1 W20-7a
E GOWE ST
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.44
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-14194 AVE SSIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ROAD
WORK
AHEAD
W20-1
SPEED
LIMIT
25
28” REFL. CONE
W MEEKER ST
STOP
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
POLICE
.
.
#
,
FLAGGING CHARTS
SPEED
LIMIT
25
SPEED
LIMIT
25
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
SEQUENTIAL ARROWBOARD
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
KEEP
LEFT
R4-7
18” x 24”
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
CONE TAPER = L
CONE TAPER = L
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SPEED
LIMIT
25
ROAD
WORK
AHEAD
W20-1 W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1W20-7a
ONE LANE
ROAD
AHEAD
W20-4
E GOWE ST
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.45
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-14194 AVE SPOLICE
STOP
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
.
.
#
,
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
NO PARK BARRICADE
STOP
SPEED
LIMIT
25
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
W MEEKER ST
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SPEED
LIMIT
25
ROAD
WORK
AHEAD
W20-1 W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1W20-7a
ONE LANE
ROAD
AHEAD
W20-4
E GOWE ST
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.46
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-14194 AVE SPOLICE
STOP
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
.
.
#
,
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
NO PARK BARRICADE
STOP
SPEED
LIMIT
25
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
W MEEKER ST
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1 W20-7a
E GOWE ST
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.47
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-14194 AVE SSIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ROAD
WORK
AHEAD
W20-1
SPEED
LIMIT
25
28” REFL. CONE
W MEEKER ST
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
LEFT LANE
CLOSED
AHEAD
W20-5L
ROAD
WORK
AHEAD
W20-1
W4-2R
W20-7a
BE
PREPARED
TO
STOP W20-7b
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
POLICE
.
.
#
,
FLAGGING CHARTS
SPEED
LIMIT
25
SPEED
LIMIT
25
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
SEQUENTIAL ARROWBOARD
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
R3-5L
MODIFIED
OK
18” x 24”
STOP
KEEP
LEFT
R4-7
18” x 24”
CONE TAPER = L
CONE TAPER = L
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1 W20-7a
E GOWE ST
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.48
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-14194 AVE SSIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ROAD
WORK
AHEAD
W20-1
SPEED
LIMIT
25
28” REFL. CONE
W MEEKER ST
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
POLICE
.
.
#
,
FLAGGING CHARTS
SPEED
LIMIT
25
SPEED
LIMIT
25
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
SEQUENTIAL ARROWBOARD
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
STOP
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
KEEP
RIGHT
R4-7
18” x 24”
LEFT LANE
CLOSED
AHEAD
W20-5L
W4-2R
R3-5R
MODIFIED
OK
18” x 24”
CONE TAPER = L
CONE TAPER = L
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 NW JAMES ST 1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYW4-2L
W4-2L
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1 ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
W20-7a
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.13
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
POLICE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD KENT STATION DRIVEWAYROAD
WORK
AHEAD
W20-1
BIKES
MERGE WITH
TRAFFIC
W4-1B
BIKE LANE
MAINTAINED
CONE TAPER = L
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
METRO STOP
SHALL BE
RELOCATEDSHOWARE DRIVEWAYW20-7a CROSSWALK
CLOSED
36” x 24”
R9-3XC
R3-5R
MODIFIED
OK
18” x 24”
W20-7a
W JAMES ST
CONE TAPER = L 3 AVE N4 AVE N5 AVE NRKC/KENT CMNS
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
RIGHT LANE
CLOSED
AHEAD
W20-5R
28” REFL. CONE
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 NW JAMES ST 1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYW4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
POLICE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
ROAD
WORK
AHEAD
W20-1
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
SHOWARE DRIVEWAYCROSSWALK
CLOSED
36” x 24”
R9-3XC
R3-5L
MODIFIED
OK
18” x 24”
METRO STOP
UNAFFECTED
W20-7a
W4-2L
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1
BIKE LANE
MAINTAINED
CONE TAPER = L
W20-7a
ROAD
WORK
AHEAD
W20-1
W2-401
W2-401
KEEP
RIGHT
R4-7
18” x 24”
W20-7a
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1
W20-7a
R3-5L
MODIFIED
OK
18” x 24”
R3-5R
MODIFIED
OK
18” x 24”
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.13
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
W JAMES ST 4 AVE NW JAMES ST
CONE TAPER = L
RIGHT LANE
CLOSED
AHEAD
W20-5R
KENT STATION DRIVEWAYRKC/KENT CMNS3 AVE N5 AVE N28” REFL. CONE
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 NW JAMES ST 1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION 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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
KPM 2021.15
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b W20-7a
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
POLICE
CONE TAPER = L
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7bW20-7a XXXX76 GASSTATION KENTSTATIONAPTS E JAMES STN STATE STWOODFORD AVE NPROSPECT AVE NJASON AVE NCLARK AVE NCENTRAL AVE NE GEORGE STRAILROAD AVE N1 AVE NRAMSEY WAY 1 AVE N2 AVE NSTOPSTOP3 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYRIGHT LANE
CLOSED
AHEAD
W20-5RROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
KEEP
RIGHT
R4-7
18” x 24”
W1-4
W20-7a
R3-5R
MODIFIED
OK
18” x 24”
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC4 AVE NW JAMES ST
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W20-7a
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
CONE TAPER = L 4 AVE N5 AVE N28” REFL. CONE
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 NW JAMES ST 1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION 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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
KPM 2021.16
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b W20-7a
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
POLICE
CONE TAPER = LSPEED
LIMIT
30
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7bW20-7a XXXX76 GASSTATION KENTSTATIONAPTS E JAMES STN STATE STWOODFORD AVE NPROSPECT AVE NJASON AVE NCLARK AVE NCENTRAL AVE NE GEORGE STRAILROAD AVE N1 AVE NRAMSEY WAY 1 AVE N2 AVE NSTOPSTOP3 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC4 AVE NW JAMES ST
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W20-7a
R3-5L
MODIFIED
OK
18” x 24”
KEEP
RIGHT
R4-7
18” x 24”
LEFT LANE
CLOSED
AHEAD
W20-5L
W4-2R
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.4 AVE N5 AVE N28” REFL. CONE
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 NW JAMES ST 1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.17
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
W JAMES ST
RIGHT
TURN LANE
CLOSED
AHEAD
R3-5R
MODIFIED
OK
18” x 24”
BIKES
MERGE WITH
TRAFFIC
W4-1B
RIGHT LANE
CLOSED
AHEAD
W20-5R W4-2L
ROAD
WORK
AHEAD
W20-1
METRO STOP
UNAFFECTED
ROAD
WORK
AHEAD
W20-1
R3-5R
MODIFIED
OK
18” x 24”
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
3 AVE N4 AVE N5 AVE NRKC/KENT CMNSSHOWARE DRIVEWAYROAD
WORK
AHEAD
W20-1W20-7aCONE TAPER = L
RIGHT LANE
CLOSED
AHEAD
W20-5RW4-2L
CROSSWALK
CLOSED
36” x 24”
R9-3XC
28” REFL. CONE
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 NW JAMES ST 1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.18
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
W JAMES ST
CROSSWALK
CLOSED
36” x 24”
R9-3XC
R3-5R
MODIFIED
OK
18” x 24”
ROAD
WORK
AHEAD
W20-1
METRO STOP
UNAFFECTED
ROAD
WORK
AHEAD
W20-1
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
W20-7a
LEFT LANE
CLOSED
AHEAD
W20-5L W4-2R
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
R3-5L
MODIFIED
OK
18” x 24”
ROAD
WORK
AHEAD
W20-1
LEFT LANE
CLOSED
AHEAD
W20-5LW4-2R
W20-7a
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
W20-7a
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
W20-7a
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
CONE TAPER = L 3 AVE N4 AVE N5 AVE NSHOWARE DRIVEWAYRKC/KENT CMNS
POLICE
28” REFL. CONE
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 NW JAMES ST 1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION 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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
KPM 2021.19
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
CONE TAPER = L
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC4 AVE NW JAMES ST
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.4 AVE N5 AVE NCONE TAPER = L
28” REFL. CONE
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 NW JAMES ST 1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION 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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
KPM 2021.20
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
CONE TAPER = L
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC4 AVE NW JAMES ST
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
POLICE
LEFT LANE
CLOSED
AHEAD
W20-5L
W4-2R
R3-5L
MODIFIED
OK
18” x 24”
BE
PREPARED
TO
STOP W20-7b W20-7a
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7bW20-7a
W20-7a
W20-7a5 AVE NCONE TAPER = L
28” REFL. CONE
SE 240 ST 120 AVE SERIGHT LANE
CLOSED
AHEAD
W20-5R W4-2L
ROAD
WORK
AHEAD
W20-1
BIKES
MERGE WITH
TRAFFIC
W4-1B 120 AVE SETRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.57
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
CROSSWALK
CLOSED
36” x 24”
R9-3XC SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
POLICE
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
CONE TAPER = L
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
R3-5R
MODIFIED
OK
18” x 24”
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W20-7a W1-4
SE 240 ST 120 AV E SE28” REFL. CONE
W4-2L
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1
CONE TAPER = L
W20-7a
BIKES
MERGE WITH
TRAFFIC
W4-1B
SE 240 ST 120 AVE SERIGHT LANE
CLOSED
AHEAD
W20-5R W4-2L
ROAD
WORK
AHEAD
W20-1
BIKES
MERGE WITH
TRAFFIC
W4-1B 120 AVE SETRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.58
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
CROSSWALK
CLOSED
36” x 24”
R9-3XC SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
POLICE
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
CONE TAPER = L
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W20-7a
W2-401
R3-5L
MODIFIED
OK
18” x 24”
KEEP
RIGHT
R4-7
18” x 24”120 AV E SESE 240 ST
28” REFL. CONE
W4-2L
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1
CONE TAPER = L
W20-7a
BIKES
MERGE WITH
TRAFFIC
W4-1B
SE 240 ST 120 AVE SETRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
.
.
#
,
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.59
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
POLICE
STOP
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ROAD
WORK
AHEAD
W20-1W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7b
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
S 240 ST120 AV E SESE 240 ST
SE 240 ST 120 AVE SETRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
.
.
#
,
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.60
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
POLICE
STOP
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ROAD
WORK
AHEAD
W20-1W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7b
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
S 240 ST120 AVE SE120 AV E SESE 240 ST
SE 240 ST 120 AVE SE120 AVE SETRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.61
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
POLICE
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W4-2L
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1W20-7a
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
CONE TAPER = L
W1-4R3-5R
MODIFIED
OK
18” x 24”
CONE TAPER = L
W4-2L
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R W20-7a
BIKES
MERGE WITH
TRAFFIC
W4-1B 120 AV E SESE 240 ST
28” REFL. CONE
BIKES
MERGE WITH
TRAFFIC
W4-1B
SE 240 ST 120 AVE SE120 AVE SETRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.62
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
POLICE
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CONE TAPER = L
W4-2L
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R W20-7a
BIKES
MERGE WITH
TRAFFIC
W4-1B
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W4-2L
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1W20-7a
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
CONE TAPER = L
W2-401 W2-401
R3-5L
MODIFIED
OK
18” x 24”
KEEP
RIGHT
R4-7
18” x 24”
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
120 AV E SESE 240 ST
28” REFL. CONE
BIKES
MERGE WITH
TRAFFIC
W4-1B
SE 240 ST 120 AVE SETRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
.
.
#
,
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.63
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ROAD
WORK
AHEAD
W20-1W20-7a
BE
PREPARED
TO
STOP W20-7b
POLICE
STOP
W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
S 240 ST
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.120 AV E SESE 240 ST
SE 240 ST 120 AVE SETRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
.
.
#
,
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.64
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ROAD
WORK
AHEAD
W20-1W20-7a
BE
PREPARED
TO
STOP W20-7b
POLICE
STOP
W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
S 240 ST
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.120 AV E SESE 240 ST
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
ROAD
WORK
AHEAD
W20-1
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.33
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
28” REFL. CONE
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
STOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1W20-7a
ONE LANE
ROAD
AHEAD
W20-4
.
.
#
,
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
METRO STOP
UNAFFECTED
SPEED
LIMIT
25
CROSSWALK
CLOSED
36” x 24”
R9-3XC
S 200 ST108 AVE SELEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
ROAD
WORK
AHEAD
W20-1
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.34
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
28” REFL. CONE
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
STOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1W20-7a
ONE LANE
ROAD
AHEAD
W20-4
.
.
#
,
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
METRO STOP
UNAFFECTED
SPEED
LIMIT
25
CROSSWALK
CLOSED
36” x 24”
R9-3XC
S 200 ST108 AVE SELEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.35
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
POLICE
METRO STOP
UNAFFECTED
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
W1-4
RIGHT LANE
CLOSED
AHEAD
W20-5R
BE
PREPARED
TO
STOP W20-7b W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
R3-5R
MODIFIED
OK
18” x 24”
BE
PREPARED
TO
STOP W20-7bW20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
S 200 ST
28” REFL. CONE 108 AVE SECONE TAPER = L
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
CONE TAPER = L
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.36
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
POLICE
METRO STOP
UNAFFECTED
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
W1-4
RIGHT LANE
CLOSED
AHEAD
W20-5R
BE
PREPARED
TO
STOP W20-7b W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7bW20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
S 200 ST
28” REFL. CONE 108 AVE SECONE TAPER = L
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
W2-401
KEEP
RIGHT
R4-7
18” x 24”
R3-5L
MODIFIED
OK
18” x 24”
CONE TAPER = L
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
ROAD
WORK
AHEAD
W20-1
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.37
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
28” REFL. CONE
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
STOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1W20-7a
ONE LANE
ROAD
AHEAD
W20-4
.
.
#
,
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
METRO STOP
UNAFFECTED
SPEED
LIMIT
25
CROSSWALK
CLOSED
36” x 24”
R9-3XC
S 200 ST 108 AVE SELEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
ROAD
WORK
AHEAD
W20-1
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.38
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
28” REFL. CONE
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1W20-7a
ONE LANE
ROAD
AHEAD
W20-4
.
.
#
,
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
METRO STOP
UNAFFECTED
SPEED
LIMIT
25
CROSSWALK
CLOSED
36” x 24”
R9-3XC
S 200 ST 108 AVE SELEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
STOP
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.39
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
POLICE
METRO STOP
SHALL BE
RELOCATED
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
RIGHT LANE
CLOSED
AHEAD
W20-5R
BE
PREPARED
TO
STOP W20-7b W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7bW20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
S 200 ST
28” REFL. CONE 108 AVE SECONE TAPER = L
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
CONE TAPER = L
R3-5R
MODIFIED
OK
18” x 24”
W1-4
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.40
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
POLICE
METRO STOP
UNAFFECTED
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
RIGHT LANE
CLOSED
AHEAD
W20-5R
BE
PREPARED
TO
STOP W20-7b W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7bW20-7a
ROAD
WORK
AHEAD
W20-1
S 200 ST
28” REFL. CONE 108 AVE SECONE TAPER = L
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
R3-5L
MODIFIED
OK
18” x 24”
CONE TAPER = L
W1-4
W2-401
W20-7a
KEEP
RIGHT
R4-7
18” x 24”
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 NW JAMES ST 1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYRIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
BIKES
MERGE WITH
TRAFFIC
W4-1B
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1 BNSFW20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
RIGHT LANE
CLOSED
AHEAD
W20-5RW4-2L
W20-7a
KEEP
LEFT
R4-7
18” x 24”
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
28” REFL. CONE
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
MATCH KPM 2021.2ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.1
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
W2-401
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
THIS CLOSURE SHALL ONLY BE
IMPLEMENTED FOR CROSSWALK
WORK.
WHEN COMPLETED, ROAD SHALL
BE OPENED TO IT’S FULL WIDTH.
CONTACT METRO PRIOR TO WORK.
W JAMES ST3 AVE N2 AVE N1 AVE NRAILROAD AVE N1 AVE N28” REFL. CONE
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 NW JAMES ST1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYRIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
BIKES
MERGE WITH
TRAFFIC
W4-1B
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1BNSFW20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
RIGHT LANE
CLOSED
AHEAD
W20-5RW4-2L
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.2
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
MATCH KPM 2021.1SPEED
LIMIT
35
POSTED
SPEED
LIMIT
POLICE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
CROSSWALK
CLOSED
36” x 24”
R9-3XCR3-5R
MODIFIED
OK
18” x 24”CENTRAL AVE NN STATE STWOODFORD AVE NE JAMES ST
28” REFL. CONE
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 NW JAMES ST 1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYRIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
BIKES
MERGE WITH
TRAFFIC
W4-1B
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1 BNSFW20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
W20-7a
KEEP
LEFT
R4-7
18” x 24”
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
MATCH KPM 2021.4ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.3
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
W JAMES ST3 AVE N2 AVE N1 AVE NRAILROAD AVE N1 AVE N28” REFL. CONE
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 NW JAMES ST1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYRIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
BIKES
MERGE WITH
TRAFFIC
W4-1B
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1BNSFW20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
RIGHT LANE
CLOSED
AHEAD
W20-5RW4-2L
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.4
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
MATCH KPM 2021.3SPEED
LIMIT
35
POSTED
SPEED
LIMIT
POLICE
KEEP
RIGHT
R4-7
18” x 24”
W2-401
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
W20-7a
KEEP
RIGHT
R4-7
18” x 24”
R3-5L
MODIFIED
OK
18” x 24”
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
R3-5L
MODIFIED
OK
18” x 24”
E JAMES STN STATE STWOODFORD AVE NCENTRAL AVE N28” REFL. CONE
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 NW JAMES ST1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYSUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.5
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
METRO STOP
UNAFFECTED
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
W20-7a
W20-7a
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b W20-7a W20-7a
BE
PREPARED
TO
STOP W20-7bW20-7a
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
W1-4
KEEP
LEFT
R4-7
18” x 24”
POLICE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
R3-5R
MODIFIED
OK
18” x 24”
E JAMES STCENTRAL AVE NRAILROAD AVE NE GEORGE ST
CONE TAPER = L
28” REFL. CONE
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 NW JAMES ST1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYSUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.6
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
POLICE
METRO STOP
UNAFFECTED
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
W20-7a
W20-7a
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b W20-7a W20-7a
BE
PREPARED
TO
STOP W20-7bW20-7a
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
KEEP
RIGHT
R4-7
18” x 24”
W1-4
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
R3-5L
MODIFIED
OK
18” x 24”
E JAMES STCENTRAL AVE NRAILROAD AVE NE GEORGE ST
28” REFL. CONE
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 NW JAMES ST 1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYRIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
BIKES
MERGE WITH
TRAFFIC
W4-1B
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1 BNSFW20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
RIGHT LANE
CLOSED
AHEAD
W20-5RW4-2L
W20-7a
KEEP
LEFT
R4-7
18” x 24”
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
28” REFL. CONE
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
MATCH KPM 2021.8ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.7
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
W JAMES ST3 AVE N2 AVE N1 AVE NRAILROAD AVE N1 AVE N28” REFL. CONE
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 NW JAMES ST1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYRIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
BIKES
MERGE WITH
TRAFFIC
W4-1B
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1 BNSFW20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.8
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
MATCH KPM 2021.7SPEED
LIMIT
35
POSTED
SPEED
LIMIT
POLICE
76 GAS
STATION
CROSSWALK
CLOSED
36” x 24”
R9-3XC
R3-5R
MODIFIED
OK
18” x 24”
LEFT LANE
CLOSED
AHEAD
W20-5L
W4-2R
LEFT LANE
CLOSED
AHEAD
W20-5LW4-2R
KEEP
RIGHT
R4-7
18” x 24”
R3-5L
MODIFIED
OK
18” x 24”
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
R3-5L
MODIFIED
OK
18” x 24”
E JAMES STCENTRAL AVE NN STATE STWOODFORD AVE N28” REFL. CONE
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 NW JAMES ST 1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYRIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
BIKES
MERGE WITH
TRAFFIC
W4-1B
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1 BNSFW20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
RIGHT LANE
CLOSED
AHEAD
W20-5RW4-2L
W20-7a
KEEP
LEFT
R4-7
18” x 24”
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
28” REFL. CONE
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
MATCH KPM 2021.10ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.9
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
W JAMES ST3 AVE N2 AVE N1 AVE N1 AVE NRAILROAD AVE N1 AVE N28” REFL. CONE
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 NW JAMES ST1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYRIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
BIKES
MERGE WITH
TRAFFIC
W4-1B
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1 BNSFW20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.10
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
MATCH KPM 2021.9SPEED
LIMIT
35
POSTED
SPEED
LIMIT
POLICE
76 GAS
STATION
CROSSWALK
CLOSED
36” x 24”
R9-3XC
R3-5R
MODIFIED
OK
18” x 24”
W1-4
KEEP
LEFT
R4-7
18” x 24”
LEFT LANE
CLOSED
AHEAD
W20-5L
W4-2R
LEFT LANE
CLOSED
AHEAD
W20-5LW4-2R
KEEP
RIGHT
R4-7
18” x 24”
R3-5L
MODIFIED
OK
18” x 24”
R3-5L
MODIFIED
OK
18” x 24”
R3-5R
MODIFIED
OK
18” x 24”
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
E JAMES STN STATE STWOODFORD AVE NCENTRAL AVE N28” REFL. CONE
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 NW JAMES ST1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYSUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.11
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
METRO STOP
UNAFFECTED
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
W20-7a
W20-7a
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b W20-7a W20-7a
BE
PREPARED
TO
STOP W20-7bW20-7a
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
POLICE
W1-4
76 GAS
STATION
KEEP
LEFT
R4-7
18” x 24”
R3-5R
MODIFIED
OK
18” x 24”
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W2-401R3-5R
MODIFIED
OK
18” x 24”
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = LCENTRAL AVE NW JAMES ST
RAILROAD AVE NCONE TAPER = L
E GEORGE ST
28” REFL. CONE
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 NW JAMES ST1 AVE N2 AVE NSTOPSTOP3 AVE N4 AVE NRKC/KENT CMNS5 AVE NKENT STATION DRIVEWAYSUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.12
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
METRO STOP
UNAFFECTED
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
W20-7a
W20-7a
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b W20-7a W20-7a
BE
PREPARED
TO
STOP W20-7bW20-7a
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
POLICE
76 GAS
STATIONCROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7b
KEEP
RIGHT
R4-7
18” x 24”
W2-401
R3-5L
MODIFIED
OK
18” x 24”
CONE TAPER = L
E JAMES STCENTRAL AVE NRAILROAD AVE NE GEORGE ST
28” REFL. CONE
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.65
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1W20-7a
ONE LANE
ROAD
AHEAD
W20-4
.
.
#
,
SPEED
LIMIT
25
CROSSWALK
CLOSED
36” x 24”
R9-3XC
E PIONEER ST
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.CENTRAL AVE NE PIONEER ST
RAILROAD AVE NSTOP
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
28” REFL. CONE
POLICE
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.66
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1W20-7a
ONE LANE
ROAD
AHEAD
W20-4
.
.
#
,
SPEED
LIMIT
25
CROSSWALK
CLOSED
36” x 24”
R9-3XC
E PIONEER ST
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.CENTRAL AVE NE PIONEER ST
RAILROAD AVE NSTOP
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
28” REFL. CONE
POLICE
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.67
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
W20-7a
W20-7a
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
BE
PREPARED
TO
STOP W20-7b W20-7a
BE
PREPARED
TO
STOP W20-7bW20-7a
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
SPEED
LIMIT
25
POLICE
W1-4
R3-5R
MODIFIED
OK
18” x 24”
CROSSWALK
CLOSED
36” x 24”
R9-3XC
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
CONE TAPER = L
E PIONEER ST
CENTRAL AVE N28” REFL. CONE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.68
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
W20-7a
W20-7a
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
BE
PREPARED
TO
STOP W20-7b W20-7a
BE
PREPARED
TO
STOP W20-7bW20-7a
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
SPEED
LIMIT
25
CROSSWALK
CLOSED
36” x 24”
R9-3XC
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
CONE TAPER = L
E PIONEER ST
CENTRAL AVE NW1-4
R3-5L
MODIFIED
OK
18” x 24”
POLICE
KEEP
RIGHT
R4-7
18” x 24”
28” REFL. CONE
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.69
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1W20-7a
ONE LANE
ROAD
AHEAD
W20-4
.
.
#
,
SPEED
LIMIT
25
CROSSWALK
CLOSED
36” x 24”
R9-3XC
E PIONEER ST
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.CENTRAL AVE NE PIONEER ST
RAILROAD AVE NSTOP
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
POLICE
28” REFL. CONE
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.70
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1W20-7a
ONE LANE
ROAD
AHEAD
W20-4
.
.
#
,
SPEED
LIMIT
25
CROSSWALK
CLOSED
36” x 24”
R9-3XC
E PIONEER ST
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.CENTRAL AVE NE PIONEER ST
RAILROAD AVE NSTOP
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
POLICE
28” REFL. CONE
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SPEED
LIMIT
45
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
28” REFL. CONE
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD 116 AVE SEMETRO STOP
UNAFFECTED
CONE TAPER = L
W20-7a
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
KE
N
T
-KA
N
G
L
E
Y
R
D
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
W1-4
R3-5R
MODIFIED
OK
18” x 24”
CROSSWALK
CLOSED
36” x 24”
R9-3XC
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1114 AVE SEROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
W20-7a
BE
PREPARED
TO
STOP W20-7b
CONE TAPER = L
W20-7a
METRO STOP
SHALL BE
RELOCATED
ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.75
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SPEED
LIMIT
45
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
28” REFL. CONE
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD 116 AVE SEMETRO STOP
UNAFFECTED
CONE TAPER = L
W20-7a
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
KE
N
T
-KA
N
G
L
E
Y
R
D
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
W1-4
CROSSWALK
CLOSED
36” x 24”
R9-3XC
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1114 AVE SEROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
W20-7a
BE
PREPARED
TO
STOP W20-7b
CONE TAPER = L
W20-7a
METRO STOP
SHALL BE
RELOCATED
ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.76
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
W2-401
R3-5L
MODIFIED
OK
18” x 24”
KEEP
RIGHT
R4-7
18” x 24”
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
KPM 2021.77
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
METRO STOP
UNAFFECTED
SPEED
LIMIT
45
POSTED
SPEED
LIMIT
28” REFL. CONE
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
KE
N
T
-KA
N
G
L
E
Y
R
D
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1114 AVE SEROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
W20-7a
W1-4
R3-5R
MODIFIED
OK
18” x 24”
W20-7a
BE
PREPARED
TO
STOP W20-7b
BE
PREPARED
TO
STOP W20-7b
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BIKES
MERGE WITH
TRAFFIC
W4-1B
CONE TAPER = L
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
KPM 2021.78
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
METRO STOP
UNAFFECTED
SPEED
LIMIT
45
POSTED
SPEED
LIMIT
28” REFL. CONE
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
KE
N
T
-KA
N
G
L
E
Y
R
D
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1114 AVE SEROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
W20-7a
W20-7a
BE
PREPARED
TO
STOP W20-7b
BE
PREPARED
TO
STOP W20-7b
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BIKES
MERGE WITH
TRAFFIC
W4-1B
CONE TAPER = L
W2-401
R3-5L
MODIFIED
OK
18” x 24”
KEEP
RIGHT
R4-7
18” x 24”
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
28” REFL. CONE
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD 116 AVE SEMETRO STOP
UNAFFECTED
CONE TAPER = L
W20-7a
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
KE
N
T
-KA
N
G
L
E
Y
R
D
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
R3-5R
MODIFIED
OK
18” x 24”
CROSSWALK
CLOSED
36” x 24”
R9-3XC
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1114 AVE SEROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
W20-7a
BE
PREPARED
TO
STOP W20-7b
CONE TAPER = L
W20-7a
METRO STOP
SHALL BE
RELOCATED
ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.79
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
SPEED
LIMIT
45
POSTED
SPEED
LIMIT
W1-4
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
28” REFL. CONE
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD 116 AVE SEMETRO STOP
UNAFFECTED
CONE TAPER = L
W20-7a
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
KE
N
T
-KA
N
G
L
E
Y
R
D
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
CROSSWALK
CLOSED
36” x 24”
R9-3XC
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1114 AVE SEROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
W20-7a
BE
PREPARED
TO
STOP W20-7b
CONE TAPER = L
W20-7a
METRO STOP
SHALL BE
RELOCATED
ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.80
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
SPEED
LIMIT
45
POSTED
SPEED
LIMIT
W1-4
W2-401
KEEP
RIGHT
R4-7
18” x 24”
R3-5L
MODIFIED
OK
18” x 24”
BE
PREPARED
TO
STOP W20-7b
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
KPM 2021.81
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
28” REFL. CONE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD 114 AVE SEADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
METRO STOPUNAFFECTED
ROAD
WORK
AHEAD
W20-1
METRO STOPUNAFFECTEDSPEEDLIMIT45POSTEDSPEEDLIMIT SIGNAL SHALL FLASH RED-ALL DIRECTIONS.UPO SHALL COUNTERMAND SIGNAL.(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION.CONE TAPER = L POLICECROSSWALKCLOSED36” x 24”R9-3XC KENT-KANGLEY RDRIGHT LANECLOSEDAHEAD W20-5RW4-2L ROADWORKAHEAD W20-1114 AVE SEROADWORKAHEAD W20-1ROADWORKAHEADW20-1ADVANCE WARNING SIGNSSPACED @ (X) OR AS PER SITE CONDITIONS.REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
W20-7aW1-4 W20-7a BEPREPAREDTOSTOPW20-7bBEPREPAREDTOSTOPW20-7b W20-7a CROSSWALKCLOSED36” x 24”R9-3XCBIKESMERGE WITHTRAFFICW4-1B
CONE TAPER = L
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
R3-5RMODIFIEDOK18” x 24”
W1-4
W20-7a
W2-401
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
MATCH KPM 2021.82
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
28” REFL. CONE
114 AVE SEMETRO STOP
UNAFFECTED
METRO STOP
UNAFFECTED
SPEED
LIMIT
45
POSTED
SPEED
LIMIT
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
CONE TAPER = L
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
KE
N
T
-KA
N
G
L
E
Y
R
D
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1114 AVE SEROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
W20-7a
W1-4
W20-7a
BE
PREPARED
TO
STOP W20-7b
BE
PREPARED
TO
STOP W20-7b
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BIKES
MERGE WITH
TRAFFIC
W4-1B
CONE TAPER = L
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
R3-5R
MODIFIED
OK
18” x 24”
W1-4
W20-7a
W2-401
MATCH KPM 2021.81
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
KPM 2021.82
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING 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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
KPM 2021.83
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
28” REFL. CONE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD 114 AVE SEADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
METRO STOPUNAFFECTED
ROAD
WORK
AHEAD
W20-1
METRO STOPUNAFFECTEDSPEEDLIMIT45POSTEDSPEEDLIMIT SIGNAL SHALL FLASH RED-ALL DIRECTIONS.UPO SHALL COUNTERMAND SIGNAL.(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION.CONE TAPER = L POLICECROSSWALKCLOSED36” x 24”R9-3XC KENT-KANGLEY RDRIGHT LANECLOSEDAHEAD W20-5RW4-2L ROADWORKAHEAD W20-1114 AVE SEROADWORKAHEAD W20-1ROADWORKAHEADW20-1ADVANCE WARNING SIGNSSPACED @ (X) OR AS PER SITE CONDITIONS.REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
W20-7aW1-4 W20-7a BEPREPAREDTOSTOPW20-7bBEPREPAREDTOSTOPW20-7b W20-7a CROSSWALKCLOSED36” x 24”R9-3XCBIKESMERGE WITHTRAFFICW4-1B
CONE TAPER = L
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
R3-5RMODIFIEDOK18” x 24”
W1-4
W20-7a
W2-401
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
MATCH KPM 2021.84
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
28” REFL. CONE
114 AVE SEMETRO STOP
UNAFFECTED
METRO STOP
SHALL BE
RELOCATED
SPEED
LIMIT
45
POSTED
SPEED
LIMIT
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
CONE TAPER = L
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
KE
N
T
-KA
N
G
L
E
Y
R
D
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1114 AVE SEROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
W20-7a
W1-4
W20-7a
BE
PREPARED
TO
STOP W20-7b
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
BIKES
MERGE WITH
TRAFFIC
W4-1B
CONE TAPER = L
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
W1-4
W20-7a
W2-401
MATCH KPM 2021.83
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
KPM 2021.84
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W2-401
W4-2L
RIGHT LANE
CLOSED
AHEAD
W20-5R
R3-5L
MODIFIED
OK
18” x 24”
KEEP
RIGHT
R4-7
18” x 24”
CONE TAPER = L
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.85
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.N LINCOLN AVEROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W MEEKER ST
STOP
LEGEND
WORK AREA
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
W MEEKER ST
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W SMITH ST
RIGHT LANE
CLOSED
AHEAD
W20-5R W4-2L
ROAD
WORK
AHEAD
W20-1
W4-2LSTATE AVE NCENTRAL AVE NRIGHT LANE
CLOSED
AHEAD
W20-5R
W2-401
TRAFFIC
REVISION
AHEAD
W20-901
KEEP
LEFT
R4-7
18” x 24”
W1-4 W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.49
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
POLICE
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
CONE TAPER = L
CONE TAPER = L
CONE TAPER = L
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
R3-5R
MODIFIED
OK
18” x 24”N KENNEBECK AVESPEED
LIMIT
25
W SMITH STSTATE AVE NCENTRAL AVE N28” REFL. CONE
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
RIGHT LANE
CLOSED
AHEAD
W20-5R W4-2L
ROAD
WORK
AHEAD
W20-1
W4-2LSTATE AVE NCENTRAL AVE NRIGHT LANE
CLOSED
AHEAD
W20-5R
W2-401
TRAFFIC
REVISION
AHEAD
W20-901
KEEP
LEFT
R4-7
18” x 24”
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.50
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
POLICE
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
SPEED
LIMIT
35
POSTED
SPEED
LIMIT
CONE TAPER = L
CONE TAPER = L
CONE TAPER = L
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
W2-401
R3-5L
MODIFIED
OK
18” x 24”
KEEP
RIGHT
R4-7
18” x 24”N KENNEBECK AVESPEED
LIMIT
25
W SMITH ST
CENTRAL AVE NW SMITH STSTATE AVE N28” REFL. CONE
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
POLICE
STOP
W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ONE LANE
ROAD
AHEAD
W20-4
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
.
.
#
,
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.51
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ROAD
WORK
AHEAD
W20-1W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.STATE AVE NROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
BE
PREPARED
TO
STOP W20-7b
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
SPEED
LIMIT
25
W SMITH STW SMITH STSTATE AVE N
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
POLICE
STOP
W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ONE LANE
ROAD
AHEAD
W20-4
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
.
.
#
,
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.52
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ROAD
WORK
AHEAD
W20-1W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.STATE AVE NROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
BE
PREPARED
TO
STOP W20-7b
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
SPEED
LIMIT
25
W SMITH STW SMITH STSTATE AVE N
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W4-2LSTATE AVE NRIGHT LANE
CLOSED
AHEAD
W20-5R
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
POLICE
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
CONE TAPER = L
CONE TAPER = L
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARDN KENNEBECK AVECENTRAL AVE N
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R W4-2L
ROAD
WORK
AHEAD
W20-1
W1-4R3-5R
MODIFIED
OK
18” x 24”
SPEED
LIMIT
25
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.53
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
W SMITH ST
CENTRAL AVE NW SMITH STSTATE AVE N28” REFL. CONE
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W4-2LSTATE AVE NRIGHT LANE
CLOSED
AHEAD
W20-5R
W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
POLICE
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
CONE TAPER = L
CONE TAPER = L
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARDN KENNEBECK AVECENTRAL AVE N
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R W4-2L
ROAD
WORK
AHEAD
W20-1
SPEED
LIMIT
25
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.54
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
W2-401
KEEP
RIGHT
R4-7
18” x 24”W2-401
R3-5L
MODIFIED
OK
18” x 24”
W SMITH ST
CENTRAL AVE NW SMITH STSTATE AVE N28” REFL. CONE
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
POLICE
STOP
W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ONE LANE
ROAD
AHEAD
W20-4
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
.
.
#
,
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.55
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ROAD
WORK
AHEAD
W20-1W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.STATE AVE NROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
BE
PREPARED
TO
STOP W20-7b
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
SPEED
LIMIT
25
W SMITH STSTATE AVE NW SMITH ST
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
POLICE
STOP
W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
BE
PREPARED
TO
STOP W20-7b
ONE LANE
ROAD
AHEAD
W20-4
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
.
.
#
,
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.56
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ROAD
WORK
AHEAD
W20-1W20-7a
CROSSWALK
CLOSED
36” x 24”
R9-3XC
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.STATE AVE NROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
BE
PREPARED
TO
STOP W20-7b
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
SPEED
LIMIT
25
W SMITH STW SMITH STSTATE AVE N
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
.
.
#
,
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.71
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
25
POSTED
SPEED
LIMIT
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
STOP
ROAD
WORK
AHEAD
W20-1
POLICE
28” REFL. CONE
BE
PREPARED
TO
STOP W20-7bE TITUS STRE
I
T
E
N
R
D
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
W20-7a
ROAD
WORK
AHEAD
W20-1
Mill Creek Canyon
Ear thworks Park
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
.
.
#
,
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.72
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
25
POSTED
SPEED
LIMIT
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
STOP
ROAD
WORK
AHEAD
W20-1
POLICE
28” REFL. CONE
BE
PREPARED
TO
STOP W20-7bE TITUS STRE
I
T
E
N
R
D
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
W20-7a
ROAD
WORK
AHEAD
W20-1
Mill Creek Canyon
Ear thworks Park
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
.
.
#
,
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.73
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
25
POSTED
SPEED
LIMIT
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
W20-7a
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
STOP
ROAD
WORK
AHEAD
W20-1
POLICE
28” REFL. CONE
BE
PREPARED
TO
STOP W20-7b E TITUS STRE
I
T
E
N
R
D
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
W20-7a
ROAD
WORK
AHEAD
W20-1
Mill Creek Canyon
Ear thworks Park
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
BE
PREPARED
TO
STOP W20-7b
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
.
.
#
,
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
STOP
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.74
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
25
POSTED
SPEED
LIMIT
SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
W20-7a
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
STOP
ROAD
WORK
AHEAD
W20-1
POLICE
28” REFL. CONE
BE
PREPARED
TO
STOP W20-7b E TITUS STRE
I
T
E
N
R
D
W20-7a
ROAD
WORK
AHEAD
W20-1
W20-7a
ROAD
WORK
AHEAD
W20-1
Mill Creek Canyon
Ear thworks Park
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
BE
PREPARED
TO
STOP W20-7b
ONE LANE
ROAD
AHEAD
W20-4
2019
2019
2019
S 212 ST
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
CONE TAPER = L
TRAFFIC
REVISION
AHEAD
W20-901
W20-7a
ROAD
WORK
AHEAD
W20-1
RIGHT
THREE LANES
CLOSED
AHEAD
W20-501 W4-2L W1-4 W20-7a
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501W4-2L
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
POLICE
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W20-7a
R3-5R
MODIFIED
OK
18” x 24”
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
SPEED
LIMIT
50
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.21
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
28” REFL. CONE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD66 AVE SMATCH KPM 2021.22KEEP
LEFT
R4-7
18” x 24”
S 212 ST
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
CONE TAPER = L
TRAFFIC
REVISION
AHEAD
W20-901
W20-7a
ROAD
WORK
AHEAD
W20-1
RIGHT
THREE LANES
CLOSED
AHEAD
W20-501W4-2L W1-4 W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501W4-2L
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W20-7a
R3-5R
MODIFIED
OK
18” x 24”
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
SPEED
LIMIT
50
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.22
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
28” REFL. CONE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD66 AVE S68 AVE SCONE TAPER = L
28” REFL. CONEMATCH KPM 2021.21SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
W20-7a
POLICE
S 212 ST
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
CONE TAPER = L
TRAFFIC
REVISION
AHEAD
W20-901
W20-7a
ROAD
WORK
AHEAD
W20-1 W20-7a
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501W4-2L
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
POLICE
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W20-7a
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
SPEED
LIMIT
50
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.23
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
28” REFL. CONE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD66 AVE SR3-5L
MODIFIED
OK
18” x 24”
LEFT LANE
CLOSED
AHEAD
W20-5L W4-2R MATCH KPM 2021.24KEEP
RIGHT
R4-7
18” x 24”
S 212 ST
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
CONE TAPER = L
TRAFFIC
REVISION
AHEAD
W20-901
W20-7a
ROAD
WORK
AHEAD
W20-1
RIGHT
THREE LANES
CLOSED
AHEAD
W20-501W4-2L W1-4 W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501W4-2L
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
POLICE
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W20-7a
R3-5R
MODIFIED
OK
18” x 24”
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
SPEED
LIMIT
50
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.24
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
28” REFL. CONE
66 AVE S68 AVE SCONE TAPER = L
28” REFL. CONEMATCH KPM 2021.23SIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
W20-7a
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
S 212 ST
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
CONE TAPER = L
POLICE
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
50
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.25
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
28” REFL. CONE
68 AVE SSIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
W4-2L
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501
CROSSWALK
CLOSED
36” x 24”
R9-3XC
METRO STOP
UNAFFECTED
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b W20-7a
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
R3-5R
MODIFIED
OK
18” x 24”
W20-7a
W4-2L
W1-4
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
W20-7a
S 212 ST
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
POLICE
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
50
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
28” REFL. CONE
68 AVE SSIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
METRO STOP
UNAFFECTED
BE
PREPARED
TO
STOP W20-7b W20-7a
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
W20-7a
BE
PREPARED
TO
STOP W20-7b
W4-2R
LEFT
TWO LANES
CLOSED
AHEAD
W20-501
R3-5L
MODIFIED
OK
18” x 24”
ROAD
WORK
AHEAD
W20-1
W4-2R
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.26
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
KEEP
RIGHT
R4-7
18” x 24”
LEFT
TURN LANE
CLOSED
AHEAD
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
S 212 ST
ROAD
WORK
AHEAD
W20-1
METRO STOP
UNAFFECTED
CONE TAPER = L
W20-7a
W4-2L
W20-7a
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
RIGHT
THREE LANES
CLOSED
AHEAD
W20-501W4-2L
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
POLICE
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W20-7a
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
SPEED
LIMIT
50
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
28” REFL. CONE
66 AVE SCROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7b
W1-4
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
R3-5R
MODIFIED
OK
18” x 24”MATCH KPM 2021.28ROAD
WORK
AHEAD
W20-1
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.27
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
CONE TAPER = L
S 212 ST
ROAD
WORK
AHEAD
W20-1
METRO STOP
UNAFFECTED
CONE TAPER = L
W20-7a
ROAD
WORK
AHEAD
W20-1
RIGHT
THREE LANES
CLOSED
AHEAD
W20-501W4-2L
W20-7a
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
RIGHT
THREE LANES
CLOSED
AHEAD
W20-501W4-2L
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
POLICE
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W20-7a
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
SPEED
LIMIT
50
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
28” REFL. CONE
66 AVE SCROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7b
W1-4
KEEP
LEFT
R4-7
18” x 24”
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.28
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARDMATCH KPM 2021.27CONE TAPER = L
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
R3-5R
MODIFIED
OK
18” x 24”
28” REFL. CONE
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
S 212 ST
ROAD
WORK
AHEAD
W20-1
METRO STOP
UNAFFECTED
CONE TAPER = L
W20-7a
W4-2L W20-7a
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
RIGHT
THREE LANES
CLOSED
AHEAD
W20-501W4-2L
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
POLICE
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W20-7a
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
SPEED
LIMIT
50
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
28” REFL. CONE
66 AVE SCROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7b
W1-4
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
R3-5R
MODIFIED
OK
18” x 24”MATCH KPM 2021.30ROAD
WORK
AHEAD
W20-1
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.29
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
R3-5R
MODIFIED
OK
18” x 24”
R3-5L
MODIFIED
OK
18” x 24”
CONE TAPER = L
S 212 ST
ROAD
WORK
AHEAD
W20-1
METRO STOP
UNAFFECTED
CONE TAPER = L
W20-7a
ROAD
WORK
AHEAD
W20-1
RIGHT
THREE LANES
CLOSED
AHEAD
W20-501W4-2L
W20-7a
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
RIGHT
THREE LANES
CLOSED
AHEAD
W20-501W4-2L
ROAD
WORK
AHEAD
W20-1
W4-2L
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
POLICE
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W20-7a
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
SPEED
LIMIT
50
POSTED
SPEED
LIMIT
METRO STOP
UNAFFECTED
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
28” REFL. CONE
66 AVE SCROSSWALK
CLOSED
36” x 24”
R9-3XC
BE
PREPARED
TO
STOP W20-7b
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.30
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARDMATCH KPM 2021.29CONE TAPER = LSPEED
LIMIT
40
POSTED
SPEED
LIMIT
28” REFL. CONE
KEEP
RIGHT
R4-7
18” x 24”
W2-401
W1-4
S 212 ST
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
POLICE
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
50
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
28” REFL. CONE
68 AVE SSIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
METRO STOP
UNAFFECTED
BE
PREPARED
TO
STOP W20-7b W20-7a
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
W20-7a
ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.31
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
RIGHT
THREE LANES
CLOSED
AHEAD
W20-501
W4-2L
W4-2L
W1-4
KEEP
LEFT
R4-7
18” x 24”
R3-5R
MODIFIED
OK
18” x 24”
CONE TAPER = L
S 212 ST
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 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
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:
METRO STOP
UNAFFECTED
POLICE
POLICE
CROSSWALK
CLOSED
36” x 24”
R9-3XC
SPEED
LIMIT
50
POSTED
SPEED
LIMIT
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
28” REFL. CONE 68 AVE SSIGNAL SHALL FLASH RED-ALL DIRECTIONS.
UPO SHALL COUNTERMAND SIGNAL.
(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)
UPO SHALL CONTROL ALL TRAFFIC
MOVEMENTS WITHIN INTERSECTION.
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
METRO STOP
UNAFFECTED
BE
PREPARED
TO
STOP W20-7b W20-7a
W20-7a
BE
PREPARED
TO
STOP W20-7b
ROAD
WORK
AHEAD
W20-1
W20-7a
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
W20-7a
ROAD
WORK
AHEAD
W20-1
SUPERVISOR
PHONE NUMBER (office)
1/16/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPM 2021.32
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
W4-2L
KEEP
RIGHT
R4-7
18” x 24”
R3-5L
MODIFIED
OK
18” x 24”
BE
PREPARED
TO
STOP W20-7b
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501
W4-2L
W1-4
2021 Plastic Markings/Araucto A - 5 February 16, 2021
Project Number: 21-3011.2
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: 02/23/2021
County
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
Trade
Asbestos Abatement Workers
Boilermakers
Brick Mason
Brick Mason
Building Service Employees
Building Service Employees
Building Service Employees
Building Service Employees
Cabinet Makers (In Shop).
Carpenters
Carpenters
Carpenters
Carpenters
Carpenters
Carpenters
Carpenters
Cement Masons
King Cement Masons
King Cement Masons
King Cement Masons
King
King
King
King
King
King
King
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Job Classification
Journey Level
Journey Level
Journey Level
Pointer -Caulker -Cleaner
Janitor
Traveling Waxer/Shampooer
Window Cleaner (Non -Scaffold)
Window Cleaner (Scaffold)
Journey Level
Acoustical Worker
Carpenter
Carpenters on Stationary Tools
Creosoted Material
Floor Finisher
Floor Layer
Scaffold Erector
Application of all Composition
Mastic
Application of all Epoxy
Material
Application of all Plastic
Material
Application of Sealing
Compound
Application of Underlayment
Building General
Composition or Kalman Floors
Concrete Paving
Curb Et Gutter Machine
Curb Et Gutter, Sidewalks
Curing Concrete
Wage Holiday Overtime Note
$52.39
$69.29
$60.57
$60.57
$26.28
$26.63
$29.33
$30.33
$22.74
$64.94
$64.94
$65.07
$65.07
$64.94
$64.94
$64.94
$64.84
5D
5N
7E
7E
5S
5S
5S
5S
7A
7A
7A
7A
7A
7A
7A
7A
$64.34 7A
$64.84 7A
$64.34 7A
1H
1C
1N
1N
2F
2F
2F
2F
1
4C
4C
4C
4C
4C
4C
4C
4U
*Risk
Class
View
View
View
View
View
View
View
View
View
View
View
View
View
View
View
View
View
4U
View
4U
View
4U
View
$64.84
7A
41J
View 1
$64.34
7A
41J
View
$64.84
7A
41J
View
$64.34
7A
41J
View
$64.84
7A
41J
View
$64.34
7A
41J
View
$64.34
7A
41J
View
King
King
King
King
King
King
King
King
King
King
King
King
King
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
King
Cement
Masons
King
Cement
Masons
King
Cement
Masons
King
Cement
Masons
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
Cement Masons
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Drywall Applicator
Drywall Tapers
Electrical Fixture Maintenance
Workers
Electricians - Inside
Electricians - Inside
Electricians - Inside
Finish Colored Concrete
Floor Grinding
Floor Grinding/Polisher
Green Concrete Saw, self -
powered
Grouting of all Plates
Grouting of all Tilt -up Panels
Gunite Nozzleman
Hand Powered Grinder
Journey Level
Patching Concrete
Pneumatic Power Tools
Power Chipping Et Brushing
Sand Blasting Architectural
Finish
Screed Et Rodding Machine
Spackling or Skim Coat
Concrete
Troweling Machine Operator
Troweling Machine Operator on
Colored Slabs
Tunnel Workers
Bell/Vehicle or Submersible
Operator (Not Under Pressure)
Dive Supervisor/Master
Diver
Diver On Standby
Diver Tender
Manifold Operator
Manifold Operator Mixed Gas
Remote Operated Vehicle
Operator/Technician
Remote Operated Vehicle
Tender
Assistant Engineer
Assistant Mate (Deckhand)
Boatmen
Engineer Welder
Leverman, Hydraulic
Mates
Oiler
Journey Level
Journey Level
Journey Level
$64.84 7A 4U View
$64.84 7A 4U View
$64.34 7A 4U View
$64.84 7A 4U View
$64.34
7A
4U
View
$64.34
7A
4U
View
$64.84
7A
4U
View
$64.84
7A
4U
View
$64.34
7A
4U
View
$64.34
7A
4U
View
$64.84
7A
4U
View
$64.84
7A
4U
View
$64.84
7A
4U
View
$64.84 7A 4U View
$64.34 7A 4U View
$64.84 7A 4U View
$64.84 7A 4U View
$64.84 7A 4U View
$118.80 7A 4C View
$81.98
7A
4C
View
$118.80
7A
4C
8V View
$76.98
7A
4C
View
$69.91
7A
4C
View
$69.91
7A
4C
View
$74.91
7A
4C
View
$69.91
7A
4C
View
$65.19 7A 4C View
$70.62
5D
3F
View
$70.07
5D
3F
View
$70.62
5D
3F
View
$71.97
5D
3F
View
$73.41
5D
3F
View
$70.62
5D
3F
View
$70.07
5D
3F
View
$64.94
5D
1 H
View
$65.31
5P
1 E
View
$31.99
5L
1 E
View
Cable Splicer $89.11 7C 4E View
Cable Splicer (tunnel) $95.77 7C 4E View
Certified Welder $86.08 7C 4E View
King
Electricians - Inside
Certified Welder (tunnel)
$92.44
7C
4E
View
King
Electricians - Inside
Construction Stock Person
$43.18
7C
4E
View
King
Electricians - Inside
Journey Level
$83.05
7C
4E
View
King
Electricians - Inside
Journey Level (tunnel)
$89.11
7C
4E
View
King
Electricians - Motor Shop
Journey Level
$47.53
5A
1 B
View
King
Electricians - Powerline
Cable Splicer
$82.39
5A
4D
View
Construction
King
Electricians - Powerline
Certified Line Welder
$75.64
5A
4D
View
Construction
King
Electricians - Powerline
Groundperson
$49.17
5A
4D
View
Construction
King
Electricians - Powerline
Heavy Line Equipment
$75.64
5A
4D
View
Construction
Operator
King
Electricians - Powerline
Journey Level Lineperson
$75.64
5A
4D
View
Construction
King
Electricians - Powerline
Line Equipment Operator
$64.54
5A
4D
View
Construction
King
Electricians - Powerline
Meter Installer
$49.17
5A
4D
8W
View
Construction
King
Electricians - Powerline
Pole Sprayer
$75.64
5A
4D
View
Construction
King
Electricians - Powerline
Powderperson
$56.49
5A
4D
View
Construction
King
Electronic Technicians
Journey Level
$53.57
7E
1 E
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
All Classifications - In -Factory
$18.25
5B
1 R
View
Products
Work Only
King
Fence Erectors
Fence Erector
$44.40
7A
4V
8Y
View
King
Fence Erectors
Fence Laborer
$44.40
7A
4V
8Y
View
King
Flaggers
Journey Level
$44.40
7A
4V
8Y
View
King
Glaziers
Journey Level
$69.26
7L
1Y
View
King
Heat Et Frost Insulators And
Journeyman
$79.43
5J
4H
View
Asbestos Workers
King
Heating Equipment Mechanics
Journey Level
$89.61
7F
1 E
View
King
Hod Carriers Et Mason Tenders
Journey Level
$54.01
7A
4V
8Y
View
King
Industrial Power Vacuum
Journey Level
$13.69
1
View
Cleaner
King
Inland Boatmen
Boat Operator
$61.41
5B
1 K
View
King
Inland Boatmen
Cook
$56.48
5B
1 K
View
King
Inland Boatmen
Deckhand
$57.48
5B
1 K
View
King
Inland Boatmen
Deckhand Engineer
$58.81
5B
1 K
View
King
Inland Boatmen
Launch Operator
$58.89
5B
1 K
View
King
Inland Boatmen
Mate
$57.31
5B
1 K
View
King
Inspection/Cleaning/Sealing Of
Cleaner Operator, Foamer
$31.49
1
View
Sewer Et Water Systems By
Operator
Remote Control
King
Inspection/Cleaning/Sealing Of
Grout Truck Operator
$13.69
1
View
Sewer Et Water Systems By
Remote Control
King
Inspection/Cleaning/Sealing Of
Head Operator
$24.91
1
View
Sewer Et Water Systems By
Remote Control
King
Inspection/Cleaning/Sealing Of
Technician
$19.33
1
View
Sewer Et Water Systems By
Remote Control
King
Inspection/Cleaning/Sealing Of
Tv Truck Operator
$20.45
1
View
Sewer Et Water Systems By
Remote Control
King
Insulation Applicators
Journey Level
$64.94
7A
4C
T
View
King
Ironworkers
Journeyman
$75.23
7N
10
View
King
Laborers
Air, Gas Or Electric Vibrating
$52.39
7A
4V
8Y
View
Screed
King
Laborers
Airtrac Drill Operator
$54.01
7A
4V
8Y
View
King
Laborers
Ballast Regular Machine
$52.39
7A
4V
8Y
View
King
Laborers
Batch Weighman
$44.40
7A
4V
8Y
View
King
Laborers
Brick Pavers
$52.39
7A
4V
8Y
View
King
Laborers
Brush Cutter
$52.39
7A
4V
8Y
View
King
Laborers
Brush Hog Feeder
$52.39
7A
4V
8Y
View
King
Laborers
Burner
$52.39
7A
4V
8Y
View
King
Laborers
Caisson Worker
$54.01
7A
4V
8Y
View
King
Laborers
Carpenter Tender
$52.39
7A
4V
8Y
View
King
Laborers
Cement Dumper -paving
$53.35
7A
4V
8Y
View
King
Laborers
Cement Finisher Tender
$52.39
7A
4V
8Y
View
King
Laborers
Change House Or Dry Shack
$52.39
7A
4V
8Y
View
King
Laborers
Chipping Gun (30 Lbs. And
$53.35
7A
4V
8Y
View
Over)
King
Laborers
Chipping Gun (Under 30 Lbs.)
$52.39
7A
4V
8Y
View
King
Laborers
Choker Setter
$52.39
7A
4V
8Y
View
King
Laborers
Chuck Tender
$52.39
7A
4V
8Y
View
King
Laborers
Clary Power Spreader
$53.35
7A
4V
8Y
View
King
Laborers
Clean-up Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Concrete Dumper/Chute
$53.35
7A
4V
8Y
View
Operator
King
Laborers
Concrete Form Stripper
$52.39
7A
4V
8Y
View
King
Laborers
Concrete Placement Crew
$53.35
7A
4V
8Y
View
King
Laborers
Concrete Saw Operator/Core
$53.35
7A
4V
8Y
View
Driller
King
Laborers
Crusher Feeder
$44.40
7A
4V
8Y
View
King
Laborers
Curing Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Demolition: Wrecking Et Moving
$52.39
7A
4V
8Y
View
(Incl. Charred Material)
King
Laborers
Ditch Digger
$52.39
7A
4V
8Y
View
King
Laborers
Diver
$54.01
7A
4V
8Y
View
King
Laborers
Drill Operator (Hydraulic,
$53.35
7A
4V
8Y
View
Diamond)
King
Laborers
Dry Stack Walls
$52.39
7A
4V
8Y
View
King
Laborers
Dump Person
$52.39
7A
4V
8Y
View
King
Laborers
Epoxy Technician
$52.39
7A
4V
8Y
View
King
Laborers
Erosion Control Worker
$52.39
7A
4V
8Y
View
King
Laborers
Faller Et Bucker Chain Saw
$53.35
7A
4V
8Y
View
King
Laborers
Fine Graders
$52.39
7A
4V
8Y
View
King
Laborers
Firewatch
$44.40
7A
4V
8Y
View
King
Laborers
Form Setter
$52.39
7A
4V
8Y
View
King
Laborers
Gabian Basket Builders
$52.39
7A
4V
8Y
View
King
Laborers
General Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Grade Checker Et Transit Person
$54.01
7A
4V
8Y
View
King
Laborers
Grinders
$52.39
7A
4V
8Y
View
King
Laborers
Grout Machine Tender
$52.39
7A
4V
8Y
View
King
Laborers
Groutmen (Pressure) Including
$53.35
7A
4V
8Y
View
Post Tension Beams
King
Laborers
Guardrail Erector
$52.39
7A
4V
8Y
View
King
Laborers
Hazardous Waste Worker (Level
$54.01
7A
4V
8Y
View
A)
King
Laborers
Hazardous Waste Worker (Level
$53.35
7A
4V
8Y
View
B)
King
Laborers
Hazardous Waste Worker (Level
$52.39
7A
4V
8Y
View
C)
King
Laborers
High Scaler
$54.01
7A
4V
8Y
View
King
Laborers
Jackhammer
$53.35
7A
4V
8Y
View
King
Laborers
Laserbeam Operator
$53.35
7A
4V
8Y
View
King
Laborers
Maintenance Person
$52.39
7A
4V
8Y
View
King
Laborers
Manhole Builder-Mudman
$53.35
7A
4V
8Y
View
King
Laborers
Material Yard Person
$52.39
7A
4V
8Y
View
King
Laborers
Motorman -Dinky Locomotive
$53.35
7A
4V
8Y
View
King
Laborers
Nozzleman (Concrete Pump,
$53.35
7A
4V
8Y
View
Green Cutter When Using
Combination Of High Pressure
Air Et Water On Concrete Et
Rock, Sandblast, Gunite,
Shotcrete, Water Blaster,
Vacuum Blaster)
King
Laborers
Pavement Breaker
$53.35
7A
4V
8Y
View
King
Laborers
Pilot Car
$44.40
7A
4V
8Y
View
King
Laborers
Pipe Layer Lead
$54.01
7A
4V
8Y
View
King
Laborers
Pipe Layer/Tailor
$53.35
7A
4V
8Y
View
King
Laborers
Pipe Pot Tender
$53.35
7A
4V
8Y
View
King
Laborers
Pipe Reliner
$53.35
7A
4V
8Y
View
King
Laborers
Pipe Wrapper
$53.35
7A
4V
8Y
View
King
Laborers
Pot Tender
$52.39
7A
4V
8Y
View
King
Laborers
Powderman
$54.01
7A
4V
8Y
View
King
Laborers
Powderman's Helper
$52.39
7A
4V
8Y
View
King
Laborers
Power Jacks
$53.35
7A
4V
8Y
View
King
Laborers
Railroad Spike Puller - Power
$53.35
7A
4V
8Y
View
King
Laborers
Raker - Asphalt
$54.01
7A
4V
8Y
View
King
Laborers
Re-timberman
$54.01
7A
4V
8Y
View
King
Laborers
Remote Equipment Operator
$53.35
7A
4V
8Y
View
King
Laborers
Rigger/Signal Person
$53.35
7A
4V
8Y
View
King
Laborers
Rip Rap Person
$52.39
7A
4V
8Y
View
King
Laborers
Rivet Buster
$53.35
7A
4V
8Y
View
King
Laborers
Rodder
$53.35
7A
4V
8Y
View
King
Laborers
Scaffold Erector
$52.39
7A
4V
8Y
View
King
Laborers
Scale Person
$52.39
7A
4V
8Y
View
King
Laborers
Sloper (Over 20")
$53.35
7A
4V
8Y
View
King
Laborers
Sloper Sprayer
$52.39
7A
4V
8Y
View
King
Laborers
Spreader (Concrete)
$53.35
7A
4V
8Y
View
King
Laborers
Stake Hopper
$52.39
7A
4V
8Y
View
King
Laborers
Stock Piler
$52.39
7A
4V
8Y
View
King
Laborers
Swinging Stage/Boatswain
$44.40
7A
4V
8Y
View
Chair
King
Laborers
Tamper Et Similar Electric, Air
$53.35
7A
4V
8Y
View
Et Gas Operated Tools
King
Laborers
Tamper (Multiple Et Self-
$53.35
7A
4V
8Y
View
propelled)
King
Laborers
Timber Person - Sewer (Lagger,
$53.35
7A
4V
8Y
View
Shorer Et Cribber)
King
Laborers
Toolroom Person (at Jobsite)
$52.39
7A
4V
8Y
View
King
Laborers
Topper
$52.39
7A
4V
8Y
View
King
Laborers
Track Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Track Liner (Power)
$53.35
7A
4V
8Y
View
King
Laborers
Traffic Control Laborer
$47.48
7A
4V
9C
View
King
Laborers
Traffic Control Supervisor
$50.31
7A
4V
9C
View
King
Laborers
Truck Spotter
$52.39
7A
4V
8Y
View
King
Laborers
Tugger Operator
$53.35
7A
4V
8Y
View
King
Laborers
Tunnel Work -Compressed Air
$129.67
7A
4V
9B
View
Worker 0-30 psi
King
Laborers
Tunnel Work -Compressed Air
$134.70
7A
4V
9B
View
Worker 30.01-44.00 psi
King
Laborers
Tunnel Work -Compressed Air
$138.38
7A
4V
9B
View
Worker 44.01-54.00 psi
King
Laborers
Tunnel Work -Compressed Air
$144.08
7A
4V
9B
View
Worker 54.01-60.00 psi
King
Laborers
Tunnel Work -Compressed Air
$146.20
7A
4V
9B
View
Worker 60.01-64.00 psi
King
Laborers
Tunnel Work -Compressed Air
$151.30
7A
4V
9B
View
Worker 64.01-68.00 psi
King
Laborers
Tunnel Work -Compressed Air
$153.20
7A
4V
9B
View
Worker 68.01-70.00 psi
King
Laborers
Tunnel Work -Compressed Air
$155.20
7A
4V
9B
View
Worker 70.01-72.00 psi
King
Laborers
Tunnel Work -Compressed Air
$157.20
7A
4V
9B
View
Worker 72.01-74.00 psi
King
Laborers
Tunnel Work-Guage and Lock
$54.11
7A
4V
8Y
View
Tender
King
Laborers
Tunnel Work -Miner
$54.11
7A
4V
8Y
View
King
Laborers
Vibrator
$53.35
7A
4V
8Y
View
King
Laborers
Vinyl Seamer
$52.39
7A
4V
8Y
View
King
Laborers
Watchman
$40.36
7A
4V
8Y
View
King
Laborers
Welder
$53.35
7A
4V
8Y
View
King
Laborers
Well Point Laborer
$53.35
7A
4V
8Y
View
King
Laborers
Window Washer/Cleaner
$40.36
7A
4V
8Y
View
King
Laborers - Underground Sewer
General Laborer Et Topman
$52.39
7A
4V
8Y
View
Et Water
King
Laborers - Underground Sewer
Pipe Layer
$53.35
7A
4V
8Y
View
Et Water
King
Landscape Construction
Landscape
$40.36
7A
4V
8Y
View
Construction/Landscaping Or
Planting Laborers
King
Landscape Construction
Landscape Operator
$72.28
7A
3K
8X
View
King
Landscape Maintenance
Groundskeeper
$17.87
1
View
King
Lathers
Journey Level
$64.94
5D
1 H
View
King
Marble Setters
Journey Level
$60.57
7E
1 N
View
King
Metal Fabrication (In Shop).
Journey Level
$40.08
1
View
King
Millwright
Journey Level
$66.44
7A
4C
View
King
Modular Buildings
Cabinet Assembly
$13.69
1
View
King
Modular Buildings
Electrician
$13.69
1
View
King
Modular Buildings
Equipment Maintenance
$13.69
1
View
King
Modular Buildings
Plumber
$13.69
1
View
King
Modular Buildings
Production Worker
$13.69
1
View
King
Modular Buildings
Tool Maintenance
$13.69
1
View
King
Modular Buildings
Utility Person
$13.69
1
View
King
Modular Buildings
Welder
$13.69
1
View
King
Painters
Journey Level
$45.40
6Z
2B
View
King
Pile Driver
Crew Tender
$69.91
7A
4C
View
King
Pile Driver
Crew Tender/Technician
$69.91
7A
4C
View
King
Pile Driver
Hyperbaric Worker -
$80.76
7A
4C
View
Compressed Air Worker 0-30.00
PSI
King
Pile Driver
Hyperbaric Worker -
$85.76
7A
4C
View
Compressed Air Worker 30.01
44.00 PSI
King
Pile Driver
Hyperbaric Worker -
$89.76
7A
4C
View
Compressed Air Worker 44.01 -
54.00 PSI
King
Pile Driver
Hyperbaric Worker -
$94.76
7A
4C
View
Compressed Air Worker 54.01
60.00 PSI
King
Pile Driver
Hyperbaric Worker -
$97.26
7A
4C
View
Compressed Air Worker 60.01 -
64.00 PSI
King
Pile Driver
Hyperbaric Worker -
$102.26
7A
4C
View
Compressed Air Worker 64.01
68.00 PSI
King
Pile Driver
Hyperbaric Worker -
$104.26
7A
4C
View
Compressed Air Worker 68.01
70.00 PSI
King
Pile Driver
Hyperbaric Worker -
$106.26
7A
4C
View
Compressed Air Worker 70.01 -
72.00 PSI
King
Pile Driver
Hyperbaric Worker -
$108.26
7A
4C
View
Compressed Air Worker 72.01
74.00 PSI
King
Pile Driver
Journey Level
$65.19
7A
4C
View
King
Plasterers
Journey Level
$61.67
M
1 R
View
King
Playground It Park Equipment
Journey Level
$13.69
1
View
Installers
King
Plumbers & Pipefitters
Journey Level
$90.69
6Z
1G
View
King
Power Equipment Operators
Asphalt Plant Operators
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Assistant Engineer
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Barrier Machine (zipper)
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Batch Plant Operator: concrete
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Bobcat
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Brokk - Remote Demolition
$69.12
7A
3K
8X
View
Equipment
King
Power Equipment Operators
Brooms
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Bump Cutter
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Cableways
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Chipper
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Compressor
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Concrete Finish Machine -
$69.12
7A
3K
8X
View
Laser Screed
King
Power Equipment Operators
Concrete Pump - Mounted Or
$72.28
7A
3K
8X
View
Trailer High Pressure Line
Pump, Pump High Pressure
King
Power Equipment Operators
Concrete Pump: Truck Mount
$73.49
7A
3K
8X
View
With Boom Attachment Over 42
M
King
Power Equipment Operators
Concrete Pump: Truck Mount
$72.84
7A
3K
8X
View
With Boom Attachment Up To
42m
King
Power Equipment Operators
Conveyors
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Cranes friction: 200 tons and
$75.72
7A
3K
8X
View
over
King
Power Equipment Operators
Cranes: 100 tons through 199
$74.22
7A
3K
8X
View
tons, or 150' of boom
(including jib with
attachments)
King
Power Equipment Operators
Cranes: 20 Tons Through 44
$72.84
7A
3K
8X
View
Tons With Attachments
King
Power Equipment Operators
Cranes: 200 tons- 299 tons, or
$74.99
7A
3K
8X
View
250' of boom including jib with
attachments
King
Power Equipment Operators
Cranes: 300 tons and over or
$75.72
7A
3K
8X
View
300' of boom including jib with
attachments
King
Power Equipment Operators
Cranes: 45 Tons Through 99
$73.49
7A
3K
8X
View
Tons, Under 150' Of Boom
(including Jib With
Attachments)
King
Power Equipment Operators
Cranes: A -frame - 10 Tons And
$69.12
7A
3K
8X
View
Under
King
Power Equipment Operators
Cranes: Friction cranes through
$74.99
7A
3K
8X
View
199 tons
King
Power Equipment Operators
Cranes: through 19 tons with
$72.28
7A
3K
8X
View
attachments, A -frame over 10
tons
King
Power Equipment Operators
Crusher
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Deck Engineer/Deck Winches
$72.84
7A
3K
8X
View
(power)
King
Power Equipment Operators
Derricks, On Building Work
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Dozers D-9 Ft Under
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Drill Oilers: Auger Type, Truck
$72.28
7A
3K
8X
View
Or Crane Mount
King
Power Equipment Operators
Drilling Machine
$74.22
7A
3K
8X
View
King
Power Equipment Operators
Elevator And Man -lift:
$69.12
7A
3K
8X
View
Permanent And Shaft Type
King
Power Equipment Operators
Finishing Machine, Bidwell And
$72.84
7A
3K
8X
View
Gamaco Et Similar Equipment
King
Power Equipment Operators
Forklift: 3000 Lbs And Over
$72.28
7A
3K
8X
View
With Attachments
King
Power Equipment Operators
Forklifts: Under 3000 Lbs. With
$69.12
7A
3K
8X
View
Attachments
King
Power Equipment Operators
Grade Engineer: Using Blue
$72.84
7A
3K
8X
View
Prints, Cut Sheets, Etc
King
Power Equipment Operators
Gradechecker/Stakeman
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Guardrail Punch
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Hard Tail End Dump
$73.49
7A
3K
8X
View
Articulating Off- Road
Equipment 45 Yards. &t Over
King
Power Equipment Operators
Hard Tail End Dump
$72.84
7A
3K
8X
View
Articulating Off -road
Equipment Under 45 Yards
King
Power Equipment Operators
Horizontal/Directional Drill
$72.28
7A
3K
8X
View
Locator
King
Power Equipment Operators
Horizontal/Directional Drill
$72.84
7A
3K
8X
View
Operator
King
Power Equipment Operators
Hydralifts/Boom Trucks Over
$72.28
7A
3K
8X
View
10 Tons
King
Power Equipment Operators
Hydralifts/Boom Trucks, 10
$69.12
7A
3K
8X
View
Tons And Under
King
Power Equipment Operators
Loader, Overhead 8 Yards. Ft
$74.22
7A
3K
8X
View
Over
King
Power Equipment Operators
Loader, Overhead, 6 Yards. But
$73.49
7A
3K
8X
View
Not Including 8 Yards
King
Power Equipment Operators
Loaders, Overhead Under 6
$72.84
7A
3K
8X
View
Yards
King
Power Equipment Operators
Loaders, Plant Feed
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Loaders: Elevating Type Belt
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Locomotives, All
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Material Transfer Device
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Mechanics, All (leadmen -
$74.22
7A
3K
8X
View
$0.50 Per Hour Over Mechanic)
King
Power Equipment Operators
Motor Patrol Graders
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Mucking Machine, Mole, Tunnel
$73.49
7A
3K
8X
View
Drill, Boring, Road Header
And/or Shield
King
Power Equipment Operators
Oil Distributors, Blower
$69.12
7A
3K
8X
View
Distribution E. Mulch Seeding
Operator
King
Power Equipment Operators
Outside Hoists (Elevators And
$72.28
7A
3K
8X
View
Manlifts), Air Tuggers, Strato
King
Power Equipment Operators
Overhead, Bridge Type Crane:
$72.84
7A
3K
8X
View
20 Tons Through 44 Tons
King
Power Equipment Operators
Overhead, Bridge Type: 100
$74.22
7A
3K
8X
View
Tons And Over
King
Power Equipment Operators
Overhead, Bridge Type: 45 Tons
$73.49
7A
3K
8X
View
Through 99 Tons
King
Power Equipment Operators
Pavement Breaker
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Pile Driver (other Than Crane
$72.84
7A
3K
8X
View
Mount)
King
Power Equipment Operators
Plant Oiler - Asphalt, Crusher
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Posthole Digger, Mechanical
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Power Plant
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Pumps - Water
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Quad 9, Hd 41, D10 And Over
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Quick Tower - No Cab, Under
$69.12
7A
3K
8X
View
100 Feet In Height Based To
Boom
King
Power Equipment Operators
Remote Control Operator On
$73.49
7A
3K
8X
View
Rubber Tired Earth Moving
Equipment
King
Power Equipment Operators
Rigger and Bellman
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Rigger/Signal Person, Bellman
$72.28
7A
3K
8X
View
(Certified)
King
Power Equipment Operators
Rollagon
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Roller, Other Than Plant Mix
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Roller, Plant Mix Or Multi -lift
$72.28
7A
3K
8X
View
Materials
King
Power Equipment Operators
Roto-mill, Roto-grinder
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Saws - Concrete
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Scraper, Self Propelled Under
$72.84
7A
3K
8X
View
45 Yards
King
Power Equipment Operators
Scrapers - Concrete Et Carry All
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Scrapers, Self-propelled: 45
$73.49
7A
3K
8X
View
Yards And Over
King
Power Equipment Operators
Service Engineers - Equipment
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Shotcrete/Gunite Equipment
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Shovel, Excavator, Backhoe,
$72.28
7A
3K
8X
View
Tractors Under 15 Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoe:
$73.49
7A
3K
8X
View
Over 30 Metric Tons To 50
Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoes,
$72.84
7A
3K
8X
View
Tractors: 15 To 30 Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoes:
$74.22
7A
3K
8X
View
Over 50 Metric Tons To 90
Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoes:
$74.99
7A
3K
8X
View
Over 90 Metric Tons
King
Power Equipment Operators
Slipform Pavers
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Spreader, Topsider Et
$73.49
7A
3K
8X
View
Screedman
King
Power Equipment Operators
Subgrader Trimmer
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Tower Bucket Elevators
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Tower Crane Up To 175' In
$74.22
7A
3K
8X
View
Height Base To Boom
King
Power Equipment Operators
Tower Crane: over 175'
$74.99
7A
3K
8X
View
through 250' in height, base to
boom
King
Power Equipment Operators
Tower Cranes: over 250' in
$75.72
7A
3K
8X
View
height from base to boom
King
Power Equipment Operators
Transporters, All Track Or Truck
$73.49
7A
3K
8X
View
Type
King
Power Equipment Operators
Trenching Machines
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Truck Crane Oiler/driver - 100
$72.84
7A
3K
8X
View
Tons And Over
King
Power Equipment Operators
Truck Crane Oiler/Driver Under
$72.28
7A
3K
8X
View
100 Tons
King
Power Equipment Operators
Truck Mount Portable Conveyor
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Welder
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Wheel Tractors, Farman Type
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Yo Yo Pay Dozer
$72.84
7A
3K
8X
View
King
Power Equipment Operators-
Asphalt Plant Operators
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Assistant Engineer
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Barrier Machine (zipper)
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Batch Plant Operator, Concrete
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Bobcat
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Brokk - Remote Demolition
$69.12
7A
3K
8X
View
Underground Sewer Et Water
Equipment
King
Power Equipment Operators-
Brooms
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Bump Cutter
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Cableways
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Chipper
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Compressor
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Concrete Finish Machine -
$69.12
7A
3K
8X
View
Underground Sewer Et Water
Laser Screed
King
Power Equipment Operators-
Concrete Pump - Mounted Or
$72.28
7A 3K 8X View
Underground Sewer Et Water
Trailer High Pressure Line
Pump, Pump High Pressure
King
Power Equipment Operators-
Concrete Pump: Truck Mount
$73.49
7A 3K 8X View
Underground Sewer Et Water
With Boom Attachment Over 42
M
King
Power Equipment Operators-
Concrete Pump: Truck Mount
$72.84
7A 3K 8X View
Underground Sewer Et Water
With Boom Attachment Up To
42m
King
Power Equipment Operators-
Conveyors
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Cranes friction: 200 tons and
$75.72
7A 3K 8X View
Underground Sewer Et Water
over
King
Power Equipment Operators-
Cranes: 100 tons through 199
$74.22
7A 3K 8X View
Underground Sewer Et Water
tons, or 150' of boom
(including jib with
attachments)
King
Power Equipment Operators-
Cranes: 20 Tons Through 44
$72.84
7A 3K 8X View
Underground Sewer Et Water
Tons With Attachments
King
Power Equipment Operators-
Cranes: 200 tons- 299 tons, or
$74.99
7A 3K 8X View
Underground Sewer Et Water
250' of boom including jib with
attachments
King
Power Equipment Operators-
Cranes: 300 tons and over or
$75.72
7A 3K 8X View
Underground Sewer Et Water
300' of boom including jib with
attachments
King
Power Equipment Operators-
Cranes: 45 Tons Through 99
$73.49
7A 3K 8X View
Underground Sewer Et Water
Tons, Under 150' Of Boom
(including Jib With
Attachments)
King
Power Equipment Operators-
Cranes: A -frame - 10 Tons And
$69.12
7A 3K 8X View
Underground Sewer Et Water
Under
King
Power Equipment Operators-
Cranes: Friction cranes through
$74.99
7A 3K 8X View
Underground Sewer Et Water
199 tons
King
Power Equipment Operators-
Cranes: through 19 tons with
$72.28
7A 3K 8X View
Underground Sewer Et Water
attachments, A -frame over 10
tons
King
Power Equipment Operators-
Crusher
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Deck Engineer/Deck Winches
$72.84
7A 3K 8X View
Underground Sewer Et Water
(power)
King
Power Equipment Operators-
Derricks, On Building Work
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Dozers D-9 Et Under
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Drill Oilers: Auger Type, Truck
$72.28
7A 3K 8X View
Underground Sewer Et Water
Or Crane Mount
King
Power Equipment Operators-
Drilling Machine
$74.22
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Elevator And Man -lift:
$69.12
7A 3K 8X View
Underground Sewer Et Water
Permanent And Shaft Type
King
Power Equipment Operators-
Finishing Machine, Bidwell And
$72.84
7A 3K 8X View
Underground Sewer Et Water
Gamaco Et Similar Equipment
King
Power Equipment Operators-
Forklift: 3000 Lbs And Over
$72.28
7A 3K 8X View
Underground Sewer Et Water
With Attachments
King
Power Equipment Operators-
Forklifts: Under 3000 Lbs. With
$69.12
7A 3K 8X View
Underground Sewer Et Water
Attachments
King
Power Equipment Operators-
Grade Engineer: Using Blue
$72.84
7A 3K 8X View
Underground Sewer Et Water
Prints, Cut Sheets, Etc
King
Power Equipment Operators-
Gradechecker/Stakeman
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Guardrail Punch
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Hard Tail End Dump
$73.49
7A 3K 8X View
Underground Sewer Et Water
Articulating Off- Road
Equipment 45 Yards. Et Over
King
Power Equipment Operators-
Hard Tail End Dump
$72.84
7A 3K 8X View
Underground Sewer Et Water
Articulating Off -road
Equipment Under 45 Yards
King
Power Equipment Operators-
Horizontal/Directional Drill
$72.28
7A 3K 8X I View
Underground Sewer Et Water
Locator
King
Power Equipment Operators-
Horizontal/Directional Drill
$72.84
7A 3K 8X View
Underground Sewer Et Water
Operator
King
Power Equipment Operators-
Hydralifts/Boom Trucks Over
$72.28
7A 3K 8X View
Underground Sewer Et Water
10 Tons
King
Power Equipment Operators-
Hydralifts/Boom Trucks, 10
$69.12
7A 3K 8X View
Underground Sewer Et Water
Tons And Under
King
Power Equipment Operators-
Loader, Overhead 8 Yards. Et
$74.22
7A 3K 8X View
Underground Sewer Et Water
Over
King
Power Equipment Operators-
Loader, Overhead, 6 Yards. But
$73.49
7A 3K 8X View
Underground Sewer Et Water
Not Including 8 Yards
King
Power Equipment Operators-
Loaders, Overhead Under 6
$72.84
7A 3K 8X View
Underground Sewer Et Water
Yards
King
Power Equipment Operators-
Loaders, Plant Feed
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Loaders: Elevating Type Belt
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Locomotives, All
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Material Transfer Device
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Mechanics, All (leadmen -
$74.22
7A 3K 8X View
Underground Sewer Et Water
$0.50 Per Hour Over Mechanic)
King
Power Equipment Operators-
Motor Patrol Graders
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Mucking Machine, Mole, Tunnel
$73.49
7A 3K 8X View
Underground Sewer Et Water
Drill, Boring, Road Header
And/or Shield
King
Power Equipment Operators-
Oil Distributors, Blower
$69.12
7A 3K 8X View
Underground Sewer Et Water
Distribution Et Mulch Seeding
I
Operator
King
Power Equipment Operators-
Outside Hoists (Elevators And
$72.28
7A 3K 8X View
Underground Sewer Et Water
Manlifts), Air Tuggers, Strato
King
Power Equipment Operators-
Overhead, Bridge Type Crane:
$72.84
7A 3K 8X View
Underground Sewer Et Water
20 Tons Through 44 Tons
King
Power Equipment Operators-
Overhead, Bridge Type: 100
$74.22
7A 3K 8X View
Underground Sewer Et Water
Tons And Over
King
Power Equipment Operators-
Overhead, Bridge Type: 45 Tons
$73.49
7A 3K 8X View
Underground Sewer Et Water
Through 99 Tons
King
Power Equipment Operators-
Pavement Breaker
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Pile Driver (other Than Crane
$72.84
7A 3K 8X View
Underground Sewer Et Water
Mount)
King
Power Equipment Operators-
Plant Oiler - Asphalt, Crusher
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Posthole Digger, Mechanical
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Power Plant
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Pumps - Water
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Quad 9, Hd 41, D10 And Over
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Quick Tower - No Cab, Under
$69.12
7A 3K 8X View
Underground Sewer Et Water
100 Feet In Height Based To
Boom
King
Power Equipment Operators-
Remote Control Operator On
$73.49
7A 3K 8X View
Underground Sewer Et Water
Rubber Tired Earth Moving
Equipment
King
Power Equipment Operators-
Rigger and Bellman
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Rigger/Signal Person, Bellman
$72.28
7A 3K 8X View
Underground Sewer Et Water
(Certified)
King
Power Equipment Operators-
Rollagon
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Roller, Other Than Plant Mix
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Roller, Plant Mix Or Multi -lift
$72.28
7A 3K 8X View
Underground Sewer Et Water
Materials
King
Power Equipment Operators-
Roto-mill, Roto-grinder
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Saws - Concrete
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Scraper, Self Propelled Under
$72.84
7A 3K 8X View
Underground Sewer Et Water
45 Yards
King
Power Equipment Operators-
Scrapers - Concrete Et Carry All
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Scrapers, Self-propelled: 45
$73.49
7A 3K 8X View
Underground Sewer Et Water
Yards And Over
King
Power Equipment Operators-
Service Engineers - Equipment
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Shotcrete/Gunite Equipment
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Shovel, Excavator, Backhoe,
$72.28
7A 3K 8X View
Underground Sewer Et Water
Tractors Under 15 Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoe:
$73.49
7A 3K 8X View
Underground Sewer Et Water
Over 30 Metric Tons To 50
Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoes,
$72.84
7A 3K 8X View
Underground Sewer Et Water
Tractors: 15 To 30 Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoes:
$74.22
7A 3K 8X View
Underground Sewer Et Water
Over 50 Metric Tons To 90
Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoes:
$74.99
7A
3K
8X
View
Underground Sewer Et Water
Over 90 Metric Tons
King
Power Equipment Operators-
Slipform Pavers
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Spreader, Topsider Et
$73.49
7A
3K
8X
View
Underground Sewer Et Water
Screedman
King
Power Equipment Operators-
Subgrader Trimmer
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Tower Bucket Elevators
$72.28
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Tower Crane Up To 175' In
$74.22
7A
3K
8X
View
Underground Sewer Et Water
Height Base To Boom
King
Power Equipment Operators-
Tower Crane: over 175'
$74.99
7A
3K
8X
View
Underground Sewer Et Water
through 250' in height, base to
boom
King
Power Equipment Operators-
Tower Cranes: over 250' in
$75.72
7A
3K
8X
View
Underground Sewer Et Water
height from base to boom
King
Power Equipment Operators-
Transporters, All Track Or Truck
$73.49
7A
3K
8X
View
Underground Sewer Et Water
Type
King
Power Equipment Operators-
Trenching Machines
$72.28
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Truck Crane Oiler/driver - 100
$72.84
7A
3K
8X
View
Underground Sewer Et Water
Tons And Over
King
Power Equipment Operators-
Truck Crane Oiler/Driver Under
$72.28
7A
3K
8X
View
Underground Sewer Et Water
100 Tons
King
Power Equipment Operators-
Truck Mount Portable Conveyor
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Welder
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Wheel Tractors, Farmall Type
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Yo Yo Pay Dozer
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Line Clearance Tree
Journey Level In Charge
$53.10
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Spray Person
$50.40
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Tree Equipment Operator
$53.10
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Tree Trimmer
$47.48
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Tree Trimmer Groundperson
$36.10
5A
4A
View
Trimmers
King
Refrigeration Et Air
Journey Level
$85.51
6Z
1G
View
Conditioning Mechanics
King
Residential Brick Mason
Journey Level
$60.57
7E
1 N
View
King
Residential Carpenters
Journey Level
$36.44
1
View
King
Residential Cement Masons
Journey Level
$46.64
1
View
King
Residential Drywall Applicators
Journey Level
$64.94
7A
4C
View
King
Residential Drywall Tapers
Journey Level
$35.95
1
View
King
Residential Electricians
Journey Level
$83.05
7C
4E
View
King
Residential Glaziers
Journey Level
$27.62
1
View
King
Residential Insulation
Journey Level
$24.43
1
View
Applicators
King
Residential Laborers
Journey Level
$29.73
1
View
King
Residential Marble Setters
Journey Level
$15.12
1
View
King
Residential Painters
Journey Level
$23.37
1
View
King
Residential Plumbers Et
Journey Level
$90.69
6Z
1G
View
Pipefitters
King
Residential Refrigeration Et Air
Journey Level
$85.51
6Z
1G
View
Conditioning Mechanics
King
Residential Sheet Metal
Journey Level
$89.61
7F
1 E
View
Workers
King
Residential Soft Floor Layers
Journey Level
$15.12
1
View
King
Residential Sprinkler Fitters
Journey Level
$40.70
1
View
_(Fire Protection).
King
Residential Stone Masons
Journey Level
$15.12
1
View
King
Residential Terrazzo Workers
Journey Level
$55.71
7E
1 N
View
King
Residential Terrazzo/Tile
Journey Level
$24.39
1
View
Finishers
King
Residential Tile Setters
Journey Level
$21.04
1
View
King
Roofers
Journey Level
$55.55
5A
3H
View
King
Roofers
Using Irritable Bituminous
$58.55
5A
3H
View
Materials
King
Sheet Metal Workers
Journey Level (Field or Shop)
$89.61
7F
1 E
View
King
Shipbuilding Et Ship Repair
New Construction Boilermaker
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Carpenter
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Crane
$36.36
7V
1
View
Operator
King
Shipbuilding Et Ship Repair
New Construction Electrician
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Heat Et Frost
$79.43
5J
4H
View
Insulator
King
Shipbuilding Et Ship Repair
New Construction Laborer
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Machinist
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Operating
$36.36
7V
1
View
Engineer
King
Shipbuilding Et Ship Repair
New Construction Painter
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Pipefitter
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Rigger
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Sheet Metal
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Shipfitter
$36.36
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction
$36.36
7V
1
View
Warehouse/Teamster
King
Shipbuilding Et Ship Repair
New Construction Welder /
$36.36
7V
1
View
Burner
King
Shipbuilding Et Ship Repair
Ship Repair Boilermaker
$46.15
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Carpenter
$44.95
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Crane Operator
$45.06
7Y
4K
View
King
Shipbuilding Et Ship Repair
Ship Repair Electrician
$47.42
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Heat Et Frost
$79.43
5J
4H
I I View
Insulator
King
Shipbuilding Et Ship Repair
Ship Repair Laborer
$46.15
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Machinist
$46.15
7X
4.1
View
King
Shipbuilding Et Ship Repair
Ship Repair Operating Engineer
$45.06
7Y
4K
View
King
Shipbuilding Et Ship Repair
Ship Repair Painter
$46.15
7X
4.1
View
King
Shipbuilding Et Ship Repair
Ship Repair Pipefitter
$46.15
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Rigger
$46.15
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Sheet Metal
$46.15
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Shipwright
$44.95
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Warehouse /
$45.06
7Y
4K
View
Teamster
King
Sign Makers Et Installers
Journey Level
$49.44
0
1
View
.(Electrical).
King
Sign Makers Et Installers (Non-
Journey Level
$31.96
0
1
View
Electrical).
King
Soft Floor Layers
Journey Level
$51.07
5A
3.
View
King
Solar Controls For Windows
Journey Level
$13.69
1
View
King
Sprinkler Fitters (Fire
Journey Level
$84.39
5C
1X
View
Protection)
King
Stage Rigging Mechanics (Non
Journey Level
$13.69
1
View
Structural)
King
Stone Masons
Journey Level
$60.57
7E
1 N
View
King
Street And Parking Lot Sweeper
Journey Level
$19.09
1
View
Workers
King
Surveyors
Assistant Construction Site
$72.28
7A
3K
8X View
Surveyor
King
Surveyors
Chainman
$69.12
7A
3K
8X View
King
Surveyors
Construction Site Surveyor
$73.49
7A
3K
8X View
King
Telecommunication Technicians
Journey Level
$53.57
7E
1 E
View
King
Telephone Line Construction -
Cable Splicer
$41.81
5A
2B
View
Outside
King
Telephone Line Construction -
Hole Digger/Ground Person
$23.53
5A
2B
View
Outside
King
Telephone Line Construction -
Installer (Repairer)
$40.09
5A
2B
View
Outside
King
Telephone Line Construction -
Special Aparatus Installer 1
$41.81
5A
2B
View
Outside
King
Telephone Line Construction -
Special Apparatus Installer II
$40.99
5A
2B
View
Outside
King
Telephone Line Construction -
Telephone Equipment Operator
$41.81
5A
2B
View
Outside
(Heavy)
King
Telephone Line Construction -
Telephone Equipment Operator
$38.92
5A
2B
View
Outside
(Light)
King
Telephone Line Construction -
Telephone Lineperson
$38.92
5A
2B
View
Outside
King
Telephone Line Construction -
Television Groundperson
$22.32
5A
2B
View
Outside
King
Telephone Line Construction -
Television Lineperson/Installer
$29.60
5A
2B
View
Outside
King
Telephone Line Construction -
Television System Technician
$35.20
5A
2B
I View
Outside
King
Telephone Line Construction -
Television Technician
Outside
King
Telephone Line Construction -
Tree Trimmer
Outside
King
Terrazzo Workers
Journey Level
King
Tile Setters
Journey Level
King
Tile, Marble Et Terrazzo
Finisher
Finishers
King
Traffic Control Stripers
Journey Level
King
Truck Drivers
Asphalt Mix Over 16 Yards
King
Truck Drivers
Asphalt Mix To 16 Yards
King
Truck Drivers
Dump Truck
King
Truck Drivers
Dump Truck Et Trailer
King
Truck Drivers
Other Trucks
King
Truck Drivers - Ready Mix
Transit Mix
King
Well Drillers Et Irrigation Pump
Irrigation Pump Installer
Installers
King
Well Drillers Et Irrigation Pump
Oiler
Installers
King
Well Drillers Et Irrigation Pump
Well Driller
Installers
$31.67
5A
2B
View
$38.92
5A
2B
View
$55.71
7E
1 N
View
$55.71
7E
1 N
View
$46.54
7E
1 N
View
$49.13
7A
1 K
View
$64.55
5D
4Y
8L
View
$63.71
5D
4Y
8L
View
$63.71
5D
4Y
8L
View
$64.55
5D
4Y
8L
View
$64.55
5D
4Y
8L
View
$64.55
5D
4Y
8L
View
$17.71
1
View
$13.69 1 View
$18.00 1 View
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
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.
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.
The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid atone 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.
1
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Overtime Codes Continued
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 9/2/2020 thru 3/2/2021
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.
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 9/2/2020 thru 3/2/2021
Overtime Codes Continued
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.
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.
4
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
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 (1'/2) 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.
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 9/2/2020 thru 3/2/2021
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 9/2/2020 thru 3/2/2021
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 ''/z) 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 9/2/2020 thru 3/2/2021
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.
ZOvertime 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. 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. All
hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate
of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked on
holidays shall be paid at double the hourly rate of wage.
Holidav Codes
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).
Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day,
Christmas Eve Day, And Christmas Day (7).
K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9).
L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday after Thanksgiving Day, And Christmas Day (8).
N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day,
Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9).
8
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Holiday Codes Continued
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday
After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The
Following Monday Shall Be Considered As A Holiday.
Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas
Day (6).
R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After
Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2).
S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
And Christmas Day (7).
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.
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.
9
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Holiday Codes Continued
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as
a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be
observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday
on the preceding Friday.
D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday
which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a
Saturday shall be observed as a holiday on the preceding Friday.
E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
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.
10
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Holiday Codes Continued
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.
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 considered
a holiday and compensated accordingly.
W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year's Day, and a Floating Holiday.
X. Holidays: New Year's Day, Day before or after New Year's Day, Presidents' Day, Memorial Day, Independence Day,
Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday
will be taken on the next normal workday.
Y. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
11
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Holiday Codes Continued
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)
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.
12
Benefit Code Key — Effective 9/2/2020 thru 3/2/2021
Note Codes Continued
8. T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all temporary
traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during
construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or
where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of
Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012.
U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: $1.50,
And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all
work performed underground, including operating, servicing and repairing of equipment. The premium for
underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive
an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who
do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation
receive an additional $0.50 per hour.
V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The
premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay.
Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over
10l' 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.
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Note Codes Continued
8. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require
that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed
on Saturday or Sunday.)
A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require
that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their
classification rate.
Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length:
(A) — 130' to 199' — $0.50 per hour over their classification rate.
(B) — 200' to 299' — $0.80 per hour over their classification rate.
(C) — 300' and over — $1.00 per hour over their classification rate.
B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal
of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian
traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control
Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the
State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012.
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Note Codes Continued
D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or
anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or
manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic
reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,
Level B: $0.75, Level C: $0.50, And Level D: $0.25.
F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere
abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
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