HomeMy WebLinkAboutCAG2020-141 - Original - Tucci & Sons, Inc. - 2020 Asphalt Overlays - 05/19/2020ApprovalOriginator:Department:
Date Sent:Date Required:
Authorized to Sign:
o Director or Designee o Mayor
Date of Council Approval:
Budget Account Number:
Budget? o Yes o No
Grant? o Yes o No
Type:Review/Signatures/RoutingDate Received by City Attorney:Comments:
Date Routed to the Mayor’s Office:
Date Routed to the City Clerk’s Office:Agreement InformationVendor Name:Category:
Vendor Number:Sub-Category:
Project Name:
Project Details:
Agreement Amount:
Start Date:
Basis for Selection of Contractor:
Termination Date:
Local Business? o Yes o No*
*If meets requirements per KCC 3.70.100, please complete “Vendor Purchase-Local Exceptions” form on Cityspace.
Notice required prior to disclosure?
o Yes o No
Contract Number:
Agreement Routing Form
For Approvals, Signatures and Records Management
This form combines & replaces the Request for Mayor’s Signature and Contract Cover Sheet forms.
(Print on pink or cherry colored paper)
Visit Documents.KentWA.gov to obtain copies of all agreementsadccW22373_1_20
DATE: May 5, 2020
TO: Kent City Council
SUBJECT: 2020 Asphalt Overlays Project Bid - Award
MOTION: Award the 2020 Asphalt Overlays Project to Tucci & Sons Inc. in
the amount of $1,882,037.50 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 constructing ADA curb ramps, minor curb and
sidewalk repairs, planing bituminous pavement, asphalt overlays, and other related
work items.
The bid opening for the 2020 Asphalt Overlays Project was held on April 28, 2020
with five bids received. The lowest responsible and responsive bid was submitted by
Tucci & Sons Inc. in the amount of $1,882,037.50.
Bid Tab Summary
01. Tucci & Sons Inc. $1,882,037.50
02. Lakeside Industries, Inc. $1,911,990.00
03. ICON Materials $2,018,867.50
04. Sound Pacific Construction LLC $2,194,780.00
05. Miles Resources, LLC $2,411,935.00
Engineer's Estimate $2,438,550.00
BUDGET IMPACT: The project has been budgeted and is funded out of the Utility
Tax Fund.
SUPPORTS STRATEGIC PLAN GOAL:
Evolving Infrastructure - Connecting people and places through strategic investments in physical
and technological infrastructure.
Sustainable Services - Providing quality services through responsible financial management,
economic growth, and partnerships.
ATTACHMENTS:
1. Asphalt Overlays Bid Tab (PDF)
CONFORMED TO ADDENDUM 1
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
2020 Asphalt Overlays
Project Number: 20-3001.1
BIDS ACCEPTED UNTIL BID OPENING
April 28, 2020 April 28, 2020
9:45 A.M. 10:00 A.M.
DELIVER TO
CITY OF KENT, CITY HALL
220 4th Avenue S., Kent, WA 98032-5895
TIMOTHY J. LAPORTE, P.E.
PUBLIC WORKS DIRECTOR
INDEX
Section 1 Bidder’s Package
Section 2 Payment and Performance Bond
and Contract
Section 3 Table of Contents
Section 4 Kent Special Provisions
Section 5 Kent Standard Plans
Section 6 WSDOT Standard Plans
Section 7 Traffic Control Plans
Section 8 Prevailing Wage Rates
CITY OF KENT
KrNG COUNTY, WASHTNGTON
KENT SPECIAL PROVISIONS FOR
2O2O Asphalt Overlays
Project Number: 2O-3OO1. 1
BIDS ACCEPTED UNTIL
April 28, 2O2O
9=45 A.M.
BID OPENING
April 28, 2O2O
1O:OO A.M.
DELIVER TO
CITY OF KENT, CrTY HALL
22O 4th Avenue S,, Kent, WA 98032-5895
TTMOTHY J. LAPORTE, P.E.
PUBLIC WORKS DIRECTOR
KENT
q
s793?
AL
athaa}{
WASHTNGToN
BIDDER'S NAME TUCCI& SONS,INC.
CITY OF KENT
KrNc couNTY, WASHTNGTON
KENT SPECTAL PROVISIONS FOR
2O2O Asphalt Overlays
Project Number: 2O-BOO1.l
BIDS ACCEPTED UNTIL
April 28,2O2O
9:45 A.M,
BID OPENING
April 28, 2O2O
1O:OO A.M.
DELIVER TO
CITY OF KENT, CITY HALL
22O 4th Avenue S., Kent, WA 9gO32_Sg95
TIMOTHY J. LAPORTE, P.E.PUBLIC WORKS DIRECTOR
KENT
WAsHtNcroN
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
City of Kent Subcontractor List (over $100K)
Subcontractor List (over $1 million)
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
Traffic Control Plans
Prevailing Wage Rates
.. t\
INVITATION TO BID
Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City
Clerk's office through April 24 2O2O up to 9:45 a.m. as shown on the clock on the east wall of
the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington.
All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids
must be delivered and received at the City Clerk's office by the above-stated time, regardless of
delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 1O:OO
a.m. for the City of Kent project named as follows:
2O2O Asphalt Overlays
Project Number: 2O-3OO1. I
NOTICE TO BIDDERS:
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 follows:
Bidders shall call the City Clerk at (253) 856-5725 to drop off bids. The City Clerk wiil
read the bids out loud from the Clerk's office. Individuals can stand in the lobby
outside the Glerk's office during the bid opening to hear the bid results, but must
stand 6 feet or more apart.
The project consists of constructing ADA curb ramps, minor curb and sidewalk repairs, planing
bituminous pavement, asphalt overlays, and other related work items.
The City of Kent has determined the project is essential pursuant to the Governor
Inslee issued Proclamation 2O-25. Should a contract be executed and this
Proclamation or a similar proclamation be in place, specialized plans and protocots
must be established and implemented to meet the social distancing and sanitation
measures set forth by the United States Department of Labor or the Washington State
Department of Health. It is the contractor's responsibility to implement these
measures.
The Engineer's estimated range for this project is approximately $2,300,000 to $2,450,000. Bid
documents may be obtained by contacting City of Kent Engineering Department, Nancy
Yoshitake at 253-856-5508. For technical questions, please call Abdulnaser Almaroof at 253-
8s6-s535.
Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope,
addressed to the City Clerk, 220 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. PIans and
specifications can also be downloaded at no charge at KentWA.oovldoino-
business/bids-procurement. Copies of the WSDOT Standard Specifications are available for
perusal only.
\ .|
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 reserves the right to reject any and all bids on any or all schedules or alternates
or to waive any informalities in the bidding and shall determine which bid or bidders is the most
responsive, satisfactory and responsible bidder and shall be the sole judge thereof. Note: The
award of the contract will not occur until the City of Kent has reviewed all bids for
responsiveness and responsibility determinations and the Kent City Council has formally
awarded the contract.
No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit
or as a defense to any action based upon the neglect or refusal to execute a contract.
Bidders must submit with their initial bid a signed statement as to whether they have previously
performed work subject to the President's Executive Order No. 1t246.
No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening.
Dated this 13th day of April, 2020.
BY
Kimberley
Published in Daily Journal of Commerce on April 14 and 21,
moto, City Cl
0
t.
CONTRACTOR COMPLIANCE STATEMENT
(President's Executive Order # LL246)
APRIL
This statement relates to a proposed contract with the City of Kent named
2O2O Asphalt Overlays
Project Number: 2O-3OO1.1
1.rX
I am the undersigned bidder or prospective contractor. I represent that -
have, have not, participated in a previous contract or
subcontract subject to the President's Executive Order #LL246 (regarding equal
employment opportunity) or a preceding similar Executive Order.
TUCC| & SONS, tNC.
NAME OF BIDDER
BY: MICHAEL I, PRESIDENT
SIGNATURE/TITLE
4224WALLER ROAD
TACOMA. WA 98443
ADDRESS
(Note to Bidders: The information required in this Gompliance Statement is
lnformational only)
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
1 April 13, 2020
r{
DECLARATION
CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY
The City of Kent is committed to conform to Federal and State laws regarding equal
opportunity. As such, all contractors, subcontractors and suppliers who perform work
with relation to this contract shall comply with the regulations of the City's equal
employment opportunity policies.
The following questions specifically identify the requirements the City deems
necessary for any contractor, subcontractor or supplier on this specific contract to
adhere to. An affirmative response is required on all of the following questions for this
contract to be valid and binding. If any contractor, subcontractor or supplier willfully
misrepresents themselves with regard to the directives outlined, it will be considered a
breach of contract and it will be at the City's sole determination regarding suspension
or termination for ail or part of the contract;
The questions are as follows:
1. I have read the attached City of Kentadministrative 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 I the five requirements referenced above.
TTJCC I&SON s IN c
PRESIDENT
Date:APRI| 28 2020
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
By:
For
Title:
2 April 13, 2020
'\ I
n
CITY OF KENT
ADMINISTRATIVE POLICY
NUMBER: t.2 EFFECTIVE DATE: January 1, 1998
SUBJECT:MINORIW AND WOMEN
CONTRACTORS
SUPERSEDES: April 1, 1996
APPROVED BY Jim White, Mayor
POLICY:
Equal employment opportunity requirements for the City of Kent will conform to
federal and state laws. All contractors, subcontractors, consultants and suppliers of
the City must guarantee equal employment opportunity within their organization and,
if holding contracts with the City amounting to $10,000 or more within any given
year, must take the following affirmative steps:
1. Provide a written statement to all new employees and subcontractors indicating
commitment as an equal opportunity employer.
2. Actively consider for promotion and advancement available minorities and women.
Any contractor, subcontractor, consultant or supplier who willfully disregards the City's
nondiscrimination and equal opportunity requirements shall be considered in breach of
contract and subject to suspension or termination for all or part of the contract.
Contract Compliance Officers will be appointed by the Directors of Planning, Parks,
and Public Works Departments to assume the following duties for their respective
departments.
1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to
these regulations are familiar with the regulations and the City's equal employment
opportunity policy.
2. Monitoring to assure adherence to federal, state and local laws, policies and
guidelines.
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
3 April 13, 2020
I ft
{
CITY OF KENT
EQUAL EMPLOYMENT OPPORTUNITY
COMPLTANCE STATEMENT
This form shall be filled out AFTER COMPTETION of this project by the Contractor
awarded the contract.
I, the undersigned, a duly represented agent of _
Company, hereby acknowledge and declare that the before-
mentioned company was the prime contractor for the contract known as 2O2O
Asphalt Overlays/Project Number: 2O-3O01.1 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 oulined
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:
Tiile:
Date
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
4 April 13,2020
rt '1
PROPOSAL
To the City Clerk
City Hall
Kent, Washington 98032
The undersigned hereby certifies that TUCCI & SONS, INC
has examined the job site and construction details of the work as outlined on the
plans and described in the specifications for the project named 2O2O Asphalt
Overlays/Project Number: 2O-3O01.1 for the City of Kent, Washington, and has
read and thoroughly understands the plans and specifications and contract governing
the work embraced in this improvement and the method by which payment will be
made for that work and hereby proposes to undertake and complete the work
embraced in this improvement in accordance with the bid and contract, and at the
following schedule of rates and prices:
NOTE TO BIDDERS:
1) All bid items are described in the Kent Special Provisions (KSP) or the Standard
Specifications (WSDOT). Reference the Section No. listed in this proposal, where
the bid item is described.
2) Proposal items are numbered in sequence but are non-continuous.
3) Unit prices for all items, all extensions, and total amount of bid must be shown.
4) Should bid items with identically worded bid item descriptions, marked with
asterisk (x), appear in more than one schedule of the proposal, the bidder must
bid the same unit price on corresponding items for each schedule. If the
Contractor enters different unit prices on these items, the City will unilaterally
revise the bid amounts to the lowest unit price on each corresponding item and
recalculate the Contractor's total bid amount. The corrected total bid amount will
be used by the City for award purposes and fix the amount of the contract bond.
EXAMPLE
SCHEDULE I - STREET
ITEM
NO.
SECTION
NO.
APPROX.UNIT
PRICE
TOTAL
AMOUNT
ITEM
o UANTITY
1006 2-03,5
WSDOT
100
CU YDS
Roadway Excavation,
Including Haul
$14.00
Per CY
$1,400.00
Any bids not filled out properly may be considered non-responsive.
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001. 1
5 April 13, 2020
SCHEDU LE I - RESIDENTIAL (OVERLAY AND CURB RAM PS )
ITEM
NO.
SECTION
NO.
UNIT
PR.ICE
TOTALAPPROX.
OUANTITY
ITEM
AMO UNT
00 001000L-09.7
WSDOT
1
LUMP SUM
Mobilization e 98,ooo
Per LS
$0ffi1E
1005
>F
2-02,5
KSP
1,800
LN FT
Saw Cut Existing Asphalt
Concrete Pavement
$ 6.00 $ 10,8N, oo
Per LF
1010
*
2-03.5
WSDOT
110
CU YDS
Roadway Excavation Incl.
Haul SftY sr?oa-
10 15
*
2-03.5
WSDOT
50
CU YDS
Unsuitable Foundation
Excavation Incl. Haul l"flr! $407,5,a
1016 8-09.5
KSP
1
LUMP SUM
Removal of Raised Pavement
Markers and Painted and/or
Thermoplastic Traffic
Markings
Sfly3'rGtN,*
1020
*
2-02.5
KSP
400
SQ YDS
Remove Existing Asphalt
Concrete Pavement
$ l?,oo $7W,4
Per SY
1025
*
2-02.5
KSP
1,000
SQ YDS
Remove Cement Concrete
Sidewalk 3"f3* $32i6u,a
1030
t<
2-O2.5
KSP
1,550
LN FT
Remove Cement Concrete
Curb and Gutter
$ 6,W
Per LF
$ 77g.oe
1035 2-O2.5
KSP
10
LN FT
Remove Cement Concrete
Extruded Curb \f?r'oo $ 360'00
*
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
Items bearing this description is found in more than one schedule. In accordance
with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
6 April 13, 2020
SCHEDULE I - RESI DENTIAL (OVERLAY AND CURB RAMPS)
ITEM
NO.
SECTION
NO.
APPROX.UNIT TOTAL
AMOUNT
ITEMo E
1040
*
4-03.5
KSP
60
TONS
Gravel Borrow, Including Haul
and Compaction
$82,oo $4qZAeo
Per TON
1045
t<
4-04,5
KSP
500
TONS
Crushed Surfacing Top
Course, 5/8 Inch Minus
+61.rc $75,5U,e
Per TON
10s0 s-04.5
KSP
22,000
SQ YDS
Planing Bituminous Pavement,
2 Inch Thick
$E 30
a $70,4il,*
Per SY
1055
t<
5-04.5
KSP
5,000
TONS
HMA Class L/2", PG 58V-22 Y32:,oo n +7s,M.@Per TON t I
1060 5-04.5
KSP
1 Asphalt Cost Price Adjustment $10,000xx 910,000
Per CALCCALC
xxCommon orice to all bidders
1062 5-04.5
KSP
3 Asphalt Speed Bump 21P'*E l2,o@.@Per EAEACH
$ 3g.oo
Per SY
$20 qoc"
)
001065
t<
8-14.5
KSP
s50
SQ YDS
Cement Concrete Sidewalk
L070
t<
B-14.5
KSP
19
EACH
Cement Concrete Sidewalk
Ramp Type Parallel A
92,100.00 $3? qfl 00
,Per EA
o0 001075
t<
8-14.5
KSP
8
EACH
Cement Concrete Sidewalk
Ramp Type Parallel B
$L,0m
Per EA
$ l(r,O0A
*Items bearing this description is found in more than one schedule. In accordance
with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001. 1
7 April 13, 2020
SCHEDULE I - RESID ENTIAL OVERLAY AND CURB RAMPS)(
ITEM
NO.
SECTION
NO,
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
oa
1080
t<
8-14.5
KSP
2 Cement Concrete Sidewalk
Ramp Type Single Direction A
gl-,Goo"oo $ 5
PeT EA
LEA
EACH
108s 8-14.5
KSP
7 Cement Concrete Sidewalk
Ramp Type Combination
gZ,LU).t'o $ 15, \A0 .'o
Per EA tEACH
1086
t<
8-14.5
KSP
7
EACH
Cement Concrete Sidewalk
Ramp Type Single
Combination
$2,100"co $ lq,? 00,&
Per EA '
1090
t<
8-04.5
KSP
1,550
LN FT
Cement Concrete Curb and
Gutter
$ zs.so $ 3q 5e5 ,
oo
Per LF
1092 8-04.5
KSP
10
LN FT
Cement Concrete Extruded
Curb
$ 14000 $ l@,"'Per LF
1095
*
8-04.5
KSP
1,400
LN FT
Pedestrian Curb $ 15.',)o $Ll ,0c)0.
N
Per LF
1 105 Replace Existing Valve Box
Top Section and Lid
$700, oo $78M od7-L2.5
KSP
40
EACH Per EA
1110 50
EACH
7-05.5
KSP
Replace Existing Manhole
Circular Frame and Cover and
Adjust to Finished Grade
$l@ b \fl,M,a
Per EA
1111
*
7-05.5
KSP EACH
1
Replace Existing Manhole
Rectangular Frame and Cover
with Circular Frame and Cover
and Adjust to Finished Grade
{"H('oo $ looo'oo
*
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001. 1
Items bearing this description is found in more than one schedule. In accordance
with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
8 April 13, 2020
SCHEDULE I _ RESIDENTIAL (OVERLAY AND CURB RAMPS)
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
1115 7-05.5
KSP
5
EACH
Adjust Existing Manhole
Frame and Cover to Finished
Grade
g W,oo $ lffit oo
Per EA t
1119 7-05.5
KSP
1
EACH
Replace Existing Catch Basin
Frame and Grate and Adjust
to Finished Grade
*9OQeo $ 8w.*Per EA
1 120
*
7-0s.5
KSP
20
EACH
Adjust Existing Catch Basin
Frame and Grate to Finished
Grade
$\yq *
$ lqwa*Per EA
1LzL
*
7-05.5
KSP
4
EACH
Replace Existing Catch Basin
Rolled Frame and Grate with
Rectangular Frame and Grate
and Adjust to Finished Grade
$ 70q* $zeu b
Per EA
LL22
*
7-05.5
KSP EACH
2 Replace Existing Catch Basin
Frame and Grate with ADA
Locking Frame and Grate
$7nou
PeT EA
$l4d0,(O
II23 7-0s.5
KSP
1 Adjust Existing Sanitary
Sewer Cleanout to Finished
Grade
If?^a* $ 65Q*EACH
tL24 8-20.5
KSP
1
EACH
Adjust Existing Junction Box
to Finished Grade
$ 304*$ rfuo.*Per EA
1 125 8-13.5
KSP
65
EACH
Install New Riser for
Monument's Case and Cover
and Adjust to Finished Grade
rtrloo $sq,zila
tL27
>k
8-21.5
KSP EACH
po,do2Relocate Existing Sign $ 2Q,6 E
Per EA
>K
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
Items bearing this description is found in more than one schedule. In accordance
with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
9 April 13, 2020
SCHEDULE I - RESIDENTIAL (OVERLAY AND CURB RAMPS)
ITEM
NO.
SECTION
NO.
APPROX.UNIT
PRICE
TOTAL
AMOUNT
ITEM
LL29
t<
8-21.5
KSP
6
EACH
Permanent Signing Including
Post and Foundation
s@,* $ /46p,aPer EA
1 135
t<
8-18.5
KSP EACH
5 Remove and Reset Existing
Mailbox
$'5AO.* $ Z&,*
PeT EA
1400 8-02.s
KSP
1
FORCE
ACCOUNT
Landscape Restoration $10,000**
Per FA
$10,000
x*Common to all bidders
1410 8-03.s
KSP
$3,000x*
Per FA
$3,0001
FORCE
ACCOUNT
Existing Irrigation Systems
Repair and/ or Modification
xxCommon ce to all bidders
1500
*
1-10.5
KSP
2,000
HOURS
Traffic Control Labor $ b&,60 r lo7,M,ePer HR
1505t 1-10.5
KSP
800
HOURS
Traffic Control Supervisor g i/06,00 $
Per HR B4M,oo
Temporary Traffic Control
Devices
$6M,$ IEAW@
oo1s101-10.5
KSP
1
LUMP SUM Per LS
Portable Changeable Message
Sign (PCMS)
$w,filtrw,@"o1515
,<
1-10.5
KSP
L40
DAYS Per DAY
1520
*
1-10.5
KSP
30
DAYS
Sequential Arrow Sign (SAS) $ 4€;, oo r /asa*Per DAY
*
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
Items bearing this description is found in more than one schedule. In accordance
with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
10 April 13, 2020
SCHED ULE I _ RESIDENTIAL (OVERLAY AND CU RB RAMPS )
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
1525
t<
1-10.5
WSDOT
300
SQ FT
Construction Signs Class A $25, oO
$ 76OO,oDPeT SF
1530 8-22.5
KSP
100
LN FT
Single Solid Plastic Edge Line $ IO,SO $ /oso,*Per LF
153s 8-22.s
KSP
100
LN FT
Profiled Plastic Double Yellow
Centerline
$ 2/, oo
Per LF
$ zl@,oo
1545 8-09.s
WSDOT
1
HUNDRED
Raised Pavement Marker
Type 2 !72e* r 7?s,@
HUNDRED
1560
*
8-22.5
WSDOT
200
sQ Fr
Plastic Crosswalk Line $ 12,7s $ zs&.*Per SF
1562
*
8-22.5
KSP
50
LN FT
Plastic Stop Line
(12 inch wide)
$ 2L@ $ losa@Per LF
1s65
t<
8-22.5
KSP
20
LN FT
Plastic Stop Line
(24 inch wide)L#'* $8g,o.oo
L700
*
100
EACH
8-01.s(2)
KSP
Inlet Protection $10,oo * Qooo,@Per EA
L705
*
130
HOURS
8-01.s(2)
KSP
ESC Lead $15,@
PeT HR
$ 6o0,o
*
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
Items bearing this description is found in more than one schedule. In accordance
with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
11 April 13, 2020
SCHEDULE I - RESID ENTIAL (OVERLAY AND CURB RAMPS)
ITEM
NO.
SECTION
NO.
APPROX.UNIT
PRICE
TOTAL
AMOUNT
ITEM
o UANTITY
LTtO
*
8-01.5
WSDOT
150
HOURS
Street Cleaning 3"11f;'a *26,zso'*
L7t5 1-07.1s(1)
KSP
1
LUMP SUM
SPCC Plan $ 1p,o'$,w,*
Per LS
1720 8-01.5
WSDOT
I
FORCE
ACCOUNT
Erosion/Water Pol lution
Control
$3,000**
Per FA
$3,000
*xCommon to all bidders
1900 1-04.4(1) 1
WSDOT CALC
Minor Changes (Schedule 1)
x*Common orice to all bidders
$10,000** $10,000
Per CALC
1905 5-04.5
KSP
33,000
SQ YDS
Asphalt Interlay Fabric $ 2,80 $q?, {sc,@Per SY
1910 5-04.5
KSP
6,200
GALLONS
$ 0. lo
Per GAL
$ 6?0. *PG Tack for Pavement
Reinforcement
>F
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001. 1
Items bearing this description is found in more than one schedule. In accordance
with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
Schedule I Total $I .{98 LU)00
,
I2 April 13, 2020
!l
SCHEDULE II - CURB RAMPS
t ITEM
NO.
SECTION
NO.
APPROX.UNIT
PRICE
TOTAL
AMOUNT
ITEM
o UANTITY
2000 L-09.7
WSDOT
1
LUMP SUM
Mobilization *;?ro4*r zo tw,@
200s
>k
2-02.5
KSP
1,300
LN FT
Saw Cut Existing Asphalt
Concrete Pavement
$ 6,oo $
PeT LF 7g@.*
2010
*
2-03.s
WSDOT
70
CU YDS
Roadway Excavation Incl.
Haul
$ g/so $t57E,h
Per CY
2015
*
2-03.5
WSDOT
40
CU YDS
Unsuitable Foundation
Excavation Incl. Haul
sl.60 $ 13260,*$
Per CY
Remove Existing Asphalt
Concrete Pavement
$ l?,@ $67oo,
Per SY
od2020
*
2-02.5
KSP
300
SQ YDS
2025
t<
2-02.5
KSP
800
SQ YDS
Remove Cement Concrete
Sidewalk
$ 82p0 $26,w.&
Per SY
2030
>K
2-O2.s
KSP
1,200
LN FT
Remove Cement Concrete
Curb and Gutter
$ 6,0o $ b@,*Per LF
2040
*
4-03.5
KSP
60
TONS
Gravel Borrow, Including Haul
and Compaction
+ 82,* $
Per TON (Flu,a
2045
t<
4-04.5
KSP
160
TONS
Crushed Surfacing Top
Course, 5/8 Inch Minus
$5l oo $ glbQoo
Per TON
*
2020 Asphalt Overlays/Almaroof
Project Number; 20-3001. 1
Items bearing this description is found in more than one schedule. In accordance
with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule,
13 April 13,2020
SCHEDULE I I - CURB RAMPS
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
QUANTITY
ITEM
2055
>k
5-04.5
KSP
150
TONS
HMA Class L/2", PG 58V-22 $q5,oo $ l+&il,*Per TON
8-14.5
KSP
220
SQ YDS
$ 3 B.uo
Per SY
$ 8,360
o0
2065
*
Cement Concrete Sidewalk
2070
>k
8-14.5
KSP
24
EACH
Cement Concrete Sidewalk
Ramp Type Parallel A * |y'on + so, Y r)o, oo
Per EA
0O do
2075
>k
8-14.5
KSP
1
EACH
Cement Concrete Sidewalk
Ramp Type Parallel B
92,}oa ,$
.")I ()bo,
Per EA I
Cement Concrete Sidewalk
Ramp Type Single Direction A
()0
$L,u\o .z0 oa aa
2080
t<
8-14.5
KSP
8
EACH
$8
Per EA
2086
*
8-14.s
KSP EACH
1 Cement Concrete Sidewalk
Ramp Type Single
Combination
$L JN lo $L 100 ,M
Per EA t
2087 8-14.5
KSP
2 Cement Concrete Bike Ramp $ 1,000,0o $L 0a0,&
EACH Per EA
2090
*
B-04.5
KSP
1,200
LN FT
Cement Concrete Curb and
Gutter
$L5"50 E 30r bon,
00
Per LF
aA
2095
t<
8-04.5
KSP
900
LN FT
$ 15.00
Per LF
$ I3r500.Pedestrian Curb
*<
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001. 1
Items bearing this description is found in more than one schedule. In accordance
with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
L4 April 13, 2020
SCHE DULE II - CURB RAMPS
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
2111
*
7-0s.5
KSP EACH
2 Replace Existing Manhole
Rectangular Frame and Cover
with Circular Frame and Cover
and Adjust to Finished Grade
$ lo0o.oo $2M,@
Per EA
2L20
*
7-05.5
KSP EACH
5 Adjust Existing Catch Basin
Frame and Grate to Finished
Grade
$\ru,@ $asn.*
Per EA
Replace Existing Catch Basin
Rolled Frame and Grate with
Rectangular Frame and Grate
and Adjust to Finished Grade
700.$zw.*o02t2t
>k
7-05.5
KSP
4
EACH EA
$
Per
Replace Existing Catch Basin
Frame and Grate with ADA
Locking Frame and Grate
7oa 700,@
oo2L22
*
7-05.5
KSP
1
EACH EA
$
Per
$
2L26 8-20.5
KSP
1 Non-skid Type 2 Junction Box
Frame and Cover I3!3'oo+ qw,oo
EACH
2L27
*
8-21.s
KSP
3
EACH
Relocate Existing Sign $ ?po,oo $ 6N,*Per EA
2129
>F
8-21.5
KSP EACH
1 Permanent Signing Including
Post and Foundation
$44,oo $ @,nPer EA t
2130 8-18.s
KSP
4 Mailbox Support, Type 2 $\ga oo $
Per EA
a
EACH 2@
Mailbox Support, Type 1 $44Q
Per EA
OD2L331
EACH
8-18.5
KSP
$tNgp,o
*
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
Items bearing this description is found in more than one schedule. In accordance
with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
15 April 13, 2020
SCHEDULE II _ CURB RAMPS
ITEM
NO.
SECTION
NO.
APPROX.UNIT
PRICE
TOTAL
AMOUNT
ITEM
o UANTITY
2135
t<
8-18.5
KSP
5
EACH
Remove and Reset Existing
Mailbox
$,5&* $?&,oo
PeT EA
2400 8-02.5
KSP
$3,000x*
Per FA
$3,0001
FORCE
ACCOUNT
Landscape Restoration
*xCommon D rice to all bidders
24LO 8-03.5
KSP
$2,000*x
Per FA
$2,0001
FORCE
ACCOUNT
Existing Irrigation Systems
Repair and/or Modification
xxCommon rice to all bidders
2500
>k
1-10.5
KSP
660
HOURS
Traffic Control Labor $bgpo #,uQ @$
Per HR
2505
>F
1-10.5
KSP
330
HOURS
Traffic Control Supervisor {!R'" $64,6fr,a
2510 1-10.5
KSP
1
LUMP SUM
Temporary Traffic Control
Devices
$,55Uw $€s@.*
Per LS
Portable Changeable Message
Sign (PCMS)
$w,$ ?600,*
eo251s
*
1-10.5
KSP
L20
DAYS Per DAY
2520
>k
1- 10.5
KSP
50
DAYS
Sequential Arrow Sign (SAS) $ 45,&$ ugo,*Per DAY
2525
*
1-10.5
WSDOT
250
sQ Fr
Construction Signs Class A $ %, &2 $6zso,*
Per SF
>k
Items bearing this description is found in more than one schedule. In accordance
with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
16 April 13, 2020
SCHEDULE II - CURB RAMPS
ITEM SECTION
NO.
APPROX.UNIT
PR.ICE
TOTAL
AMOUNT
ITEM
NO OU ANTITY
2560
t<
B-22.s
WSDOT
s0
sQ rr Plastic Crosswalk Line $ 12.75 4 $s7.-so
Per SF
2562
>k
8-22.5
KSP
25
LN FT
Plastic Stop Line
(12 inch Wide)
s 2l,oo $ t575.ePer LF
2565
*
8-22.5
KSP
L20
LN FT
Plastic Stop Line
(24 inch Wide)il#'PE,5/oo,@
2700
*
B-01.5
KSP
25
EACH
Inlet Protection $ 10.o'$ zzga*Per EA
2705
>F
8-01.5
KSP
50
HOURS
ESC Lead $\5,oo $
Per HR 250,@
2710
t<
8-01.5
WSDOT
50
HOURS
Street Cleaning $ne@ $ 87@,*Per HR
2720 8-01.5
WSDOT
1
FORCE
ACCOUNT
Erosion/Water Pol lution
Control
$2,000xx
Per FA
$2,000
x*Common D rice to all bidders
2800 8-20.5
KSP
7
EACH
6 Foot Diameter Traffic Loop $?0O,oo * lpioo,ePer EA
2850 8-20.s
KSP
200
LN FT
Additional Lead-In Wire ,5,oo $ lffi3oLF
$
Per
>F
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001. 1
Items bearing this description is found in more than one schedule. In accordance
with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
L7 April 13, 2020
SCHEDULE II -c UR B RAMPS
{ITEM SECTION
NO. NO.
APPROX.
QUANTITY
ITEM UNIT
PRICE
TOTAL
AMOUNT
2870 8-20.5
KSP
1 Installation and Connections-
City Owned Video Detection
Camera
$ 2100.@ $
Per EA 2l&.QEACH
2900 1-04.4(1) 1
WSDOT CALC
Minor Changes (Schedule II)$10,000*x $10,000
Per CALC
xxCommon n rice to all bidders
50
Schedule II Total $
-111
.
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
18 April 13, 2020
(
Schedule I
Schedule II
TOTAL BID AMOUNT
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
$"r [82 o3?.
BID SUMMARY
$q 88 Lbj.00
(Ovorlay and Curb Ramps)
$3 q) tf 50
Curb Ramps
50
19 April 13, 2020
CITY OF KENT SUBCONTRACTOR LIST
(Contracts over $100,000)
List each subcontractor, from any tier of subcontractors, that shall perform
subcontract work amounting to more than 10o/o of the total bid contract price. List
each bid item to be performed by each designated subcontractor in numerical
sequence. If no subcontractors will be performing tOo/o or more of the work,
indicate this by writing "None" and signing this form at the bottom of the
page. Failure to submit a fully completed and signed subcontractor list after the time
set for bid opening may disqualify your bid.
Project Name:)n)n Acnhrlf flrrarlrrre
Project Number:20-3001.1
subcontractor Name 0-Co C,or..te"\4, G"Sl.vchat^
Item Numbers
tt -t0 l|qS 206{_ zaqs
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
CONTRACTOR'S SIGNATURE
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1.
20 April 13, 2020
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
Name of Bidder:TtJCCt& SONS rNe
Project Name:,nrn Acnhrli tflrrcrrl:rrrc
Project Number:2n-?nn1-t
Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with
whom the Bidder, if awarded the contract, will subcontract for performance of the
work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name
itself for the work.
Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors
or to name itself to perform such work or the naming of two or more subcontractors
to perform the same work shall render the Bidder's Bid non-responsive and, therefore,
void.
Heating, Ventilation, and Air Conditioning Subcontractor Name:
H/a
Plumbing Subcontractor Name :
A
Electrical Subcontractor Name:
MICHAEL F. TUCCI, PRESIDENT APRIL 28.2020
Signature of Bidder
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
Date
2t April 13, 2020
CoNTRACTOR'S QUALIFICATION STATEM ENT
(RCW 39.O4.35O)
THE CITY WILL REVIEW THE CONTRACTOR'S RESPOruSES TO THIS FORM TO
DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPOAISIBLE TO
PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA
ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A
RESPOAIsIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC
WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERTA ESTABLISHED BY
THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT,
THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY,
Indicia of contractor's responsibility inherently involve subjective determinations as to
the contractor's ability to perform and complete the contract work responsibly and to
the owner city's satisfaction. The city has an obligation and a duty to its citizens and
its taxpayers to administer its budgets and complete its projects in a businesslike
manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a
business would conduct when selecting a contractor who will be responsible to
perform the contract work.
The city's supplemental criteria are based, in large part, on the qualification statement
form used by the American Institute of Architects. The city provides these criteria so
as to provide the most objective framework possible within which the city will make its
decision regarding the bidder's ability to be responsible to perform the contract work.
These criteria, taken together, will form the basis for the city's decision that a bidder
is or is not responsible to perform the contract work.
Any bidder may make a formal written request to the city to modify the criteria set
forth in this qualification statement, but that request may only be made within 48
hours of the date and time that the bidder first obtains the bid documents or three (3)
business days prior to the scheduled bid opening date, whichever occurs first. If the
city receives a modification request, it will consider any information submitted in the
request and will respond before the bid submittal deadline. If the city's evaluation
results in changed criteria, the city will issue an addendum establishing the new or
modified criteria.
If the city determines that, based on the criteria established in this statement, a
bidder is not responsible to perform the contract work, the city will provide written
notice of its determination that will include the city's reason for its decision. The
bidder has 24 hours from the time the city delivers written notice to the bidder that
the bidder is not responsible to perform the contract work to appeal the city's
determination. No appeals will be received after the expiration of this 24 hour appeal
period. The city may deliver this notice by hand delivery, email, facsimile, or regular
mail. In the event the city uses regular mail, the delivery will be deemed complete
three days after being placed in the U.S. Mail. The bidder's right to appeal is limited
to the single remedy of providing the city with additional information to be considered
before the city issues a final determination. Bidder acknowledges and understands
that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy
of any kind or nature is available to the bidding contractor if the City determines that
the bidder is not responsible to perform the contract work.
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001. 1
22 April 13,2020
If the bidder fails to request a modification within the time allowed, or fails to appeal a
determination that the bidder is not responsible within the time allowed, the city will
make its determination of bidder responsibility based on the information submitted.
COMPLETE AND STGfl THIS FORM AS PART OF YOUR BID, FAILURE TO
PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION
THAT YOUR BID IS
'VO'V.RESPONSIVE
AND THEREFORE VOID.
THIS DOCUMENT HAs IMPORTANT LEGAL CONSEQUENCES: CONSULTATION
WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION
OR MODIFICATION.
The undersigned certifies under oath that the information provided herein is true and
sufficiently complete so as not to be misleading.
SUBMITTED BY: TUCCI & SONS, INC
NAME:MICHAEL F. TUCCI
ADDRESS:4224WALLER ROAD
TACOMA, WA 98443
PRINCIPAL OFFICE : SAMEASABOVE
ADDRESS:
PHONE:
FAX:
(253) 922-6676
Q53\922-2676
STATUTORY REQUIREMENTS - Per state law a bidder must meet the
following responsibility criteria
1. Required Responsibility Criteria
1.1 Provide a copy of your Department of Labor and Industries certificate of
reqistration in compliance with chapter t8.27 RCW.
PLEASE SEE ATTACHED DOCUMENT NUMBER 1.1.
1.2 Provide vour current state unified business identifier number.
PLEASE SEE ATTACHED DOCUMENT NUMBER 1.2
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.
PLEASE SEE ATTACHED DOCUMENT NUMBER 1.3
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
2020 Asphalt Overlays/Almaroof 23 April 13, 2020
Project Number: 20-3001.1
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).
PLEASE SEE ATTACHED LETTER 1.4.1.5 Provide a signed statement, signed under penalty of perjury by a person
with authority to act and speak for your company, that within the three-
year period immediately preceding the bid solicitation date, your
company is not a "willful" violator as defined in RCW 49.48.082, of any
provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a
final and binding citation and notice of assessment issued by the
Department of Labor and Industries or through a civil judgment entered
by a court of limited or general jurisdiction.
PLEASE SEE ATTACHED LETTER 1.5.1.6 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.L2 RCW or
provide proof that your company has completed three or more public
works projects and have had a valid business license in Washington for
three or more years and are exempt from this training requirement.
PLEASE SEE ATTACHED DOCUMENT NUMBER 1.6.
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?
70 YEARS
2.2 How many years has your organization been in business under its
present business name?
70 YEARS
2.2.L Under what other or former names has your organization
operated? N/A
2.3 If your organization is a corporation, answer the following:
2
2.
2.
2.
2.
2.
2.
3.1 Date of incorporation:
3.2 State of incorporation:
3.3 President's name:
3.4 Vice-president's name(s) :
3.5 Secretary's name:
3,6 Treasurer's name:
MARCH 1948
WASHINGTON
MICHAEL F, TUCCI
TIMOTHY F. TUCCI
TIMOTHY F. TUCCI
TIMOTHY F, TUCCI
2,4 If your organization is a partnership, answer the following: N/A
2,4.1 Date of organization:
2.4.2 Type of partnership (if applicable):
2.4.3 Name(s) of general partner(s):
2.5 If your organization is individually owned, answer the following: N/A
2.5.1 Date of organization:
2.5.2 Name of owner:
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
24 April 13, 2020
2.6 If the form of your organization is other than those listed above, describe
it and name the principals: 66yp11A, KEVER, ASSTSTANT SECRETARY/ TREASURER
3. LICENSTNG
3.1 List jurisdictions and trade categories in which your organization is legally
qualified to do business, and indicate license numbers, if applicable.
PLEASE SEE ATTACHED DOCUMENT 3.13,2 List jurisdictions in which your organization's partnership or trade name
is filed. PLEASE SEE ATTACHED DOCUMENT 3.2
4. EXPERIENCE
4,1 List the categories of work that your organization normally performs with
its own foTces. GENEnRL coNTRAcTING - MINoR coNcRETE WoRK, PLANING BITUMINOUS PAVEMENT,
HMA PAVING AND REPAIR, AND TRAFFIC CONTROL.
4.2 Claims and Suits. (If the answer to any of the questions below is yes,
please attach details. )
4.2.L Has your organization ever failed to complete any work awarded toit? N0
4.2.2 Are there any judgments, claims, arbitration proceedings or suits
pending or outstanding against your organization or its officers? NO
4.2,3 Has your organization filed any law suits or requested arbitration
with regard to construction contracts within the last five years? NO
4.3 Within the last five years, has any officer or principal of your organization
ever been an officer or principal of another organization when it failed to
complete a construction contract? (If the answer is yes, please attach
details.) pg
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. pLEASE REFER To rHE ATTAcHED DocUMENT LABELED 4.4 pRoJEcrs rN pRocRESS.
4.4.L State total worth of work in progress and under contract:
$46,032,692.204.5 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.
PLEASE REFER TO THE ATTACHED DOCUMENT LABELED 4.5 PROJECT EXPERIENCE
4.5.1 State average annual amount of construction work performed
during the past five years:
$6OM PER YEAR4.6 On a separate sheet, list the construction experience and present
commitments of the key individuals of your organization.
PLEASE REFER TO THE ATTACHED DOCUMENT LABELED 4.6 KEY INDIVIDUALS4.7 On a separate sheet, list your major equipment.
PLEASE REFER TO THE ATTACHED DOCUMENT LABELED 4.7 EQUIPMENT LIST
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
25 April 13, 2020
5. REFERENCES
5.1
5.2
s.3
Trade References: PLEASE REFER T0 THE ATTACHED DOCUMENT LABELED 5 - REFERENCES
BanK RefeTences: PLEASE REFER To THE ATTACHED DoCUMENT LABELED 5. REFERENCES
S u rety : PLEASE REFER T0 THE ATTACHED DoCUMENT LABELED 5 - REFERENCES
5.3.1 Name of bonding company: pLEASE REFERToTHEATTACHED DOCUMENT
5.3.2 Name and address of agent: LABELED5-REFERENcES
6. FINANCING
6.1 Financial Statement. FINANCIAL STATEMENT WILL BE FURNISHED
UPON REQUEST IF APPARENT LOW BIDDER.
After bid opening, the City may require the following financial information
from any of the three apparent low bidders. If so required, the selected
bidder(s) must respond with this financial information within 24 hours of
the City's request for that information. The City's request for this
information shall not be construed as an award or as an intent to award
the contract. A bidder's failure or refusal to provide this information may
result in rejection of that bidder's bid.
6.1.1 Attach a financial statement, preferably audited, including your
organization's latest balance sheet and income statement showing
the following items:
Current Assets (e.9., cash, joint venture accounts, accounts
receivable, notes receivable, accrued income, deposits, materials
inventory and prepaid expenses);
Net Fixed Assets;
Other Assets;
Current Liabilities (e.9., accounts payable, notes payable, accrued
expenses, provision for income taxes, advances, accrued salaries
and accrued payroll taxes); Other Liabilities (e.9., capital, capital
stock, authorized and outstanding shares par values, earned
surplus and retained earnings).
6.r..2 Name and address of firm preparing attached financial statement,
and date thereof:
6.1.3 Is the attached financial statement for the identical organization
named on page one?
6.L.4 If not, explain the relationship and financial responsibility of the
organization whose financial statement is provided (e.9., parent-
subsidiary).
6.2 Will the organization whose financial statement is attached act as
guarantor of the contract for construction?
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
26 April 13, 2020
7. SIGNATURE
7.L Dated at this 28TH day of APRIL ,2020
Name of Organization : TUCCI& SONS. lNC.
By:
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
Title: PRFSInFNT
7.2 VICJ/rAELVX]|(f|I , beins duty sworn, deposes and says that rhe
information provided herein is true and sufficiently complete so as not to
be misleading.
Subscribed and sworn before me this day of AffitL , zozo
Notary Public:
My Commission Expires:t1
rrlt
Op
27 April 13,2020
1.1 DEPARTMENT OF LABORAND INDUSTRIES
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!2 STATE UNTFTED BUSTNESS tDENTtF|ER NUMBER
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Contractors
TUCC| & SONS tNC
Omcr or TUCCI, MICHAEL F {224 WALLER RD
TACOMA,WA9S{$
253.9rr.6676
PIERCE County
TUCCI, TIMOTHY F, SECRETARY
TUCCt, JAMES C
(End: olot/r98o)
xtTco, JoHN v
(End: or/oy'r98o)
TUCCT, THOMAS D
(End: orloy'r98o)
Buslness type
Corporltion
Llcense
Verlfy the contractor's active registratlon / license / certlfication (dependlng on trade) and any past violations.
Con:truJ!iqlc,9!!tl!c!9l Actlvc
Mects curr€nt raquircments.
License specialties
GENERAL
License no.
TUCCIS*379No
Effectlve - expiration
08 I zo I 196r- ot I 1 4 I zot2
Bond
TRAVELERS CAS & SURETY CO
Bond account no,
o8tSt0348622tBCM
sr2,ooo.00
Prlncipals
TUCCI, MICHAEL F, PRESIDENT
Received by L&l
t2lzll2oot
l!ls!rance
Zurlch American lns Co
Policy no,
GLOtg92669r6
Received by L&l
t2lo5,lzotg
Effectlve date
olor/rooz
Expiration date
Untll Canceled
$l,OOO,OOO.OO
Effective date
oVor/2oro
Expiration date
or/or/2o2t
lnsurance history
llYFti
No sevln;s accounts during thG pr.vlout 6 yrar pcrlod.
Lrw.ultr .tf lnst th! bond or $vlntr
No lewrultr rgainrt thc bond or revln's rccountr durlnt th. pr.vlour 6 yor prrlod.
L&l Trx d.bts
tlo Lai fiidiUts arr rccordcd for this contrrctor llc.nr. durlng thc prrvlous 6 yor pcrlod, but romr drbts mry bc
',rr.a:t i I lr,i,,
r€cordcd by oth.r.g.ncl€5.
Llccnsc Vlolationr
, No llccnse violatlons durlng thc previous 6 ycar pcriod.
Certlfi catlons & Endorsements
OMWBE Ccrtificatlons
No ictive certifications exist tor this business.
4ppr9'*i99 fr?i! bg Aggtt
Reglstered trainlng agent. Check their eligible programs and occupations,
Workerst Comp
Do you know if the business has employees? lf so, verify the business is up.to-date on workers' comp premiums,
Thls company has multiple workerst comp accounts,
Actlvc accounts
Self lnsured,
Thls business ls certifi€d to cover lts own workers'
comp costs. No premiums duc.
Doing business as
TUCCT & 50NS tNC
Estimated workers reported
N/A
L&l account contact
- Emall: @lnl.wa.gov
Track this contractor @
Public Works Requirements
Verify the contractor ls ellgible to perform work on public works prolects.
leqliqc{ !9ining,- Eff€lllyglgll !, ?qr9
Exempt from thls requirement,
Contractor Strikes
No strikcs havc be.n lssu.d against this contractor.
Contractors not.llowed to bid
uo aibJrmlnli travi Sceri islued agalnst thls conuactor.
Workplace Safety & Health
Checkfor any past safety and health violations found on iobsites this business was responsible for
lnspectlon results date
o8/r8hou No violations
lnspectlon no.
,t7946t51
Location
3205 MARTIN WAY E
Olympla, WA 98506
L&l Account lD
70qr60"oo
Inspection results date
oglr8/ror6
lnspection no.
,1794t9o4
Locatlon
W. V.llcy HWY S. & W. Maln St
Auburn, WA 98oor
No violations
l)E l:Ar-lti iJ{:ri, ;iti: t'i-)i I ltlr.i
BUSINESS LICENSI
;\
sIAlI ol
WASI IINCTON
Profit Corporation
lssue Date: Mar 01, 2020
Unified Business lD #:278021315
Business lD #: 001
Location:0001
Expires: Mar 31,2021
I
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TUCCT& SONS, tNC.
4224WALLER RD E
TACOMA, WA 98443-1623
UNEMPLOYMENT INSURANCE - ACTIVE INDUSTRIAL INSURANCE #ESAC '11205 OO - ACTIVE
MINORWORKPERMIT#ESAC 11205OO-ACTIVE TAXREGISTRATION-ACTIVE
UNDERGROUND STORAGE TANKS (a): 350-3K - ACTIVE, 450-5.8K - ACTIVE, 550-20K - ACTIVE, 650-1OK -
ACTIVE
CITY ENDORSEMENTS:
FIFE GENERAL BUSINESS. NON-RESIDENT - ACTIVE
PUYALLUP GENERAL BUSINESS - NON-RESIDENT #921 . ACTIVE
LAKEWOOD GENERAL BUSINESS . NON-RESIDENT. ACTIVE
BONNEY LAKE GENERAL BUSINESS - NON-RESIDENT - ACTIVE
EATONVILLE GENERAL BUSINESS - NON-RESIDENT - ACTIVE
GIG HARBOR GENERAL BUSINESS - NON-RESIDENT - ACTIVE
LACEY GENERAL BUSINESS . NON.RESIDENT #5339. ACTIVE
MILTON GENERAL BUSINESS. NON.RESIDENT - ACTIVE
NORTH BEND GENERAL BUSTNESS - NON-RESTDENT #019340.0 (EXptRES 12t31t2020) - ACTTVE
POULSBO GENERAL BUSINESS. NON-RESIDENT - ACTIVE
TUKWTLA GENERAL BUSTNESS - NON-RES|DENT (EXptRES 6t30t2020) - ACTTVE
DUTIES OF MINORS:
Ages 16-17: Answering Phones, ClericalWork
LICENSING RESTRICTIONS:
It is the business's responsibility to comply with minor work permit requirements. See WAC 296-125-030 and WAC
296-125-033 for Non-Agricultural and WAC 296-131-125 for Agricultural guidelines and restricted activities.
lhis docrrrrrerrl lists tlre regirtralir:ns, errrkrrrerrrenls,,trrrl licensps arrthorizerl for the brrsiners
rt.urrerl ab,lve. By at:ceplirrg this rlor:rurrenl, the lir:errsee certiiics thc irrlilrrnatiorr orr lhe applic.rtion
w.rs cnrttplete, true, ,rrtd ,l(curdte to the bcst oi lris or her krr<lrvletlge, arrd th.rl brrsirress rvill lre
contlu<{cd in eorlplianee with all applic:rble lV,rshington Jt,lte, (uunt}, arxl rity regrrlatiorrs.f)irc{ lrtr, [)cll,lrlrn,,rtl rrI ltIvcnur.
.il ..-;I:,_.-.-..,-.-,,.- ,-: ..:!1_. --,_.. fi*-.- _ *F_*.*ll.-.*i5*...,
rl
April28,2020
City Clerk
City of Kent
220 4lh Avenue South
Kent, WA 98032-5895
Re:
Subject:
Dear City Clerk,
2020 Asphalt Overlay
BID - Statutory Requirements, 1.4
This statement is to certify that Tucci & Sons, lnc. 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),
Sincerely,
CI& SONS, INC.
Tucci&Sons lnc
4224Waller Road
Tacoma, Washington
98443Jt623
Telephone 253.922-6676
Fax253.922-2676
\l-
Michael F, Tucci
President
April28,2020
City Clerk
City of Kent
220 4th Avenue South
Kent, WA 98032-5895
Re:
Subject:
2020 Asphalt Overlay
BID - Statutory Requirements, 1.5
Dear City Clerk,
This statement is to certify that under penalty of perjury that within the three-year period
immediately preceding the bid solicitation date, Tucci & Sons, lnc. is not a "willful" violator
as defined in RCW 49.48.082, or any provisions of chapters 49.46, 49.48, or 49.52 RCW,
as determined by a final and binding citation and notice of assessment issued by the
Department of Labor and lndustries or through a judgment entered by a court of limited or
general jurisdiction,
Sincerely,
l& soNs, tNc.
Michael F. Tucci
President
Tucci&Sons lnc
4224 Waller Road
Tacoma, Washington
98443-1623
Telephone 253.922-6676
Fax253.922-2676
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BUSIN ESS LICENSE
91A1[ ()tl
lvAslllN(; IoN
Profit Corporation
TUCCI & SONS, INC.
4224WALLER RD E
TACOMA, WA 98443-1623
UNEMPLOYMENT INSURANCE. ACTIVE INDUSTRIAL INSURANCE #ESAC 11205 OO - ACTIVE
MINOR WORK PERMIT #ESAC 11205 OO - ACTIVE TAX REGISTRATION - ACTIVE
UNDERGROUND STORAGE TANKS (a): 350-3K - ACTIVE, 450-5.8K - ACTIVE, 550-20K - ACTIVE, 650-1OK -
ACTIVE
CITY ENDORSEMENTS:
FIFE GENERAL BUSINESS - NON-RESIDENT. ACTIVE
PUYALLUP GENERAL BUSINESS - NON-RESIDENT #921 . ACTIVE
LAKEWOOD GENERAL BUSINESS - NON.RESIDENT - ACTIVE
BONNEY LAKE GENERAL BUSINESS. NON.RESIDENT - ACTIVE
EATONVILLE GENERAL BUSINESS - NON-RESIDENT - ACTIVE
GIG HARBOR GENERAL BUSINESS. NON-RESIDENT. ACTIVE
LACEY GENERAL BUSINESS . NON-RESIDENT #5339 - ACTIVE
MILTON GENERAL BUSINESS - NON-RESIDENT . ACTIVE
NORTH BEND GENERAL BUSTNESS - NON-RESTDENT #019340.0 (EXP|RES 12t31t2020) - ACTTVE
POULSBO GENERAL BUSINESS. NON-RESIDENT. ACTIVE
TUKWTLA GENERAL BUSTNESS - NON-RES|DENT (EXptRES 6t30t2020) - ACTTVE
DUTIES OF MINORS:
Ages 16-17: Answering Phones, ClericalWork
lssue Date: Mar il,2A20
Unified Business lD #:278021315
Business lD #: 001
Location: 0001
Expires: Mar 31,2021
'l;i!
llf: l,\ill i i.i[:t:.1)i1r: i:'i,]i.l I llJrj
BUSINESS LICENSE
SIATI Ot:
WASI IINCTON
j Profit Corporation
TUCCI& SONS, INC.
4224WALLER RD E
TACOMA, WA 98443-1623
UNEMPLOYMENT INSURANCE . ACTIVE INDUSTRIAL INSURANCE #ESAC 11205 OO - ACTIVE
MINOR WORK PERMIT #ESAC 11205 OO - ACTIVE TAX REGISTRATION - ACTIVE
UNDERGROUND STOMGE TANKS (a): 350-3K - ACTIVE, 450-5.8K - ACTIVE, 550-20K - ACTIVE, 650-1oK -
ACTIVE
CITY ENDORSEMENTS:
FIFE GENERAL BUSINESS. NON-RESIDENT - ACTIVE
PUYALLUP GENERAL BUSINESS. NON-RESIDENT #921 . ACTIVE
LAKEWOOD GENERAL BUSINESS . NON-RESIDENT - ACTIVE
BONNEY LAKE GENERAL BUSINESS - NON.RESIDENT - ACTIVE
EATONVILLE GENERAL BUSINESS - NON.RESIDENT - ACTIVE
GIG HARBOR GENERAL BUSINESS - NON-RESIDENT - ACTIVE
LACEY GENERAL BUSINESS - NON.RESIDENT #5339. ACTIVE
MILTON GENERAL BUSINESS . NON-RESIDENT - ACTIVE
NORTH BEND GENERAL BUSTNESS - NON-RESTDENT #019340.0 (EXPTRES 12t31nAzq - ACTTVE
POULSBO GENERAL BUSINESS. NON-RESIDENT. ACTIVE
TUKWTLA GENERAL BUSTNESS - NON-RESIDENT (EXPIRES 6t30t212q - ACTTVE
DUTIES OF MINORS:
Ages 16-17: Answering Phones, ClericalWork
LICENSING RESTRICTIONS:
It is the business's responsibility to comply with minor work permit requirements. See WAC 296-125-030 and WAC
296-125-033 for Non-Agricultural and WAC 296-131-125 for Agricultural guidelines and restricted activities.
lssue Date: Mar 01, 2020
Unified Business lD #:278021315
Business lD #: 001
Location: 0001
Expires: Mar 31,2021
I )irr,r lor, I )r'1rarlrn,'rrl rrI Rlvrnrrr.
lltis tloctnttettl lists lhe regislraliults, erltlorserrrenlr, ,rrrrl licerrsos ,rrrthorizerl for the lrtrsincss
nartrtrl,rlxrve. By ,rcceplirrg this rlocrrrrrerrl, tlre licerrsee certifies lhe irrlorrrraliorr orr the applic.rtion
lv.rs cutrplete, true, ,rrrd ,tccur.lte lo llre hest oi lris or lrer krrorvlctlge, .rrxl th.rt busirress rvill be
torrrktctetl irr eornpliarrce with all.rpplir:atrle lVrshirrgtorr !tnt(:, c{runly, arrrl city requl,rtions.
4.4 Prolects in Progress
1. Name of Project:
Owner:
OwnerAddress:
Owner Contact Person:
Owner Phone:
Awarded Contract Amount:
Percent Complete:
Scheduled Completion Date
2. Name of Project:
Owner:
Owner Address:
Owner Contact Person:
Owner Phone:
Awarded Contract Amount:
Percent Complete:
Scheduled Completion Date
3. Name of Project:
Owner:
Owner Address:
Owner Contact Person:
Owner Phone:
Awarded Contract Amount:
Percent Complete:
Scheduled Completion Date
4. Name of Project:
Owner:
Owner Address:
Owner Contact Person:
Owner Phone:
Awarded Contract Amount:
Percent Complete:
Scheduled Completion Date
Tucci&Sons Inc
sR512 (PACTFTC AVENUE SOUTH TO CANYON RD EAST)pAVtNG & BRTDGE REpAtR
WSDOT
2901 S 40th Street
Tacoma, WA 98409
Lone Moody
(253) 538-3361
$1,305,503.50
0o/o
Scheduled start June 2020
T()TH AVENUE EAST BRIDGE REPLACEMENT
wsDoT (suBTtER TO GUY ATKTNSON)
4720 Capitol Boulevard SE
Tumwater, WA 98501
Steve Fuchs
(360) 357-2623
$1 ,1 35,904.00
0o/o
THE CROSSINGS AT SUNRISE
SUNRISE DEVELOPMENT CORPORATION
3106 A Sumner Tapps HWY E
Lake Tapps, WA 98391
Eric Corliss
(253) 691-4282
$1,577,834.80
20Yo
April2020
NIM STORMWATER PIPE EXTENSION
PORT OF TACOMA
1101 PortofTacoma Road
Tacoma, WA 98421
Scoft Bickel
(253) 5e2-6212
$477,258.00
80%
March 2020
5. Name of Project:
Owner:
Owner Address:
6. Name of Project:
Owner:
Owner Address:
7. Name of Project:
Owner:
Owner Address:
8.. Name of Project:
Owner:
Owner Address:
Owner Contact Person:
Owner Phone:
Awarded Contract Amount:
Percent Complete:
Scheduled Completion Date:
Owner Contact Person:
Owner Phone:
Awarded Contract Amount:
Percent Complete:
Scheduled Completion Date:
Tucci&Sons lnc
STREETS INITIATIVE PACKAGE #13
CITY OF TACOMA
747 Market Sheet
Tacoma, WA 98402
PhillRingrose
(253) 591-5502
$2,425,930.25
61Yo
March 2020
NORTH CORRIDOR P2 GRADING
NASH CASCADIA VERDE, LLC
505 S 336th Street, Suite 430
Federal Way, WA 98003
Tammy Braun
(253)275-3361
$3,492,968.51
560/o
February 2020
WESLEY @ TEHALEH SENIoR LtVtNG
sENroR HOUSTNG PARTNERS (SUBT|ER T0 RYAN COMPANtES)
3116 Fairuiew Avenue
Roseville, MN 55113
Steve Nornes
(651) 631-6329
$2,461,067.40
6AYo
June 2020
EAST SITCUM TERMINAL PAVING UPGRADES
HUSKY TERMINAL & STEVEDORING, INC.
1101 Port of Tacoma Road, Pier 4
Tacoma, WA 98421
PaulAllen
(562) 590-7640
$2,529,850.00
90%
January 2020
Owner Contact Person:
Owner Phone:
Awarded Contract Amount:
Percent Complete:
Scheduled Completion Date:
Owner Contact Person:
Owner Phone:
Awarded Contract Amount:
Percent Complete:
Scheduled Completion Date:
9. Name of Project:
Owner:
Owner Address:
10. Name of Project:
Owner:
Owner Address:
11. Name of Project:
Owner:
Owner Address:
12. Name of Project:
Owner:
Owner Address:
Owner Contact Person:
Owner Phone:
Awarded Contract Amount:
Percent Complete:
Scheduled Completion Date:
Owner Contact Person:
Owner Phone:
Awarded Contract Amount:
Percent Complete:
Scheduled Completion Date:
Tucci&Sons lnc
NEW COLLTNS ELEMENTARY SCHOoL (PARK|NG LOT)
FRANKLIN PTERCE SCHOOL D|STRICT (SUBT|ER TO PEASE CONSTRUCTTON)
PO Box 98046
Lakewood, WA 98496
(253) 584-6606
$367,327.55
0o/o
ARMY RESERVE CENTER AT JBLM
usAcE (suBTrER TO SHEFFTELD KORTE TEAM LLC)
1224 US Highway 40
Highland, \L62249
Sandy Grapperhaus
(618) 654-4e99
$93,982.50
0%
PIPELINE TRAIL. PHASE 3
CITY OF TACOMA
3628 S 35th Street
Tacoma, WA 98409
Tony Mathison
(253) 591-5519
$1,654,076.50
98Yo
January 2020
EDMUNDS PARK
NASH CASCADIA, LLC
505 S 336th Street, Suite 430
FederalWay, WA 98003
Mark Enebrad
(253) 275-3361
$9,506,578.91
80%
February 2020
Owner Contact Person:
Owner Phone:
Awarded Contract Amount:
Percent Complete:
Scheduled Completion Date:
Owner Contact Person:
Owner Phone:
Awarded Contract Amount:
Percent Complete:
Scheduled Completion Date:
13. Name of Prolect
Owner:
Owner Address:
Owner Contact Person:
Owner Phone:
Awarded Contract Amount:
Percent Complete:
Scheduled Completion Date
14. Name of Project:
Owner:
Owner Address:
Owner Contact Person:
Owner Phone:
Awarded Contract Amount:
Percent Complete:
Scheduled Completion Date
Total Contracts: $46,032,682.20
Tucci&Sons lnc
C9371 - KITSAP AREA PAVING
WSDOT
8293 Spring Creek RD SE
Port Orchard, WA 98367
Michele Britton
(360) 874-3000
$5,710,464.70
98%
February 2020
c9133.1.5 (STE|LACOoM-DUPONT RD T0 THORNE LANE)
WSDOT
5720 Capitol Boulevard SE
Tumwater, WA 98501
Subtier to GUY F ATKINSON CONSTRUCTI0N, LLC
HeidiMancia
(425)255-7551
$13,283,935.67
5o/o
June 2021
I-r
4.5 Project Experience
1. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
Tucci&Sons lnc
sR302 (KEY PEN|NSULA HWy T0 pURDy VtC) SAFETY AND CONGESTTON
WSDOT
WSDOT
$1,314,694.45
January 2015
10olo
2. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
REGENTS BOULEVARD GRIND & OVERLAY
City of Fircrest
Exeltech
$1,028,460.12
March 2015
10o/o
3. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
sR509 (WAPATo CREEK TO NoRPOINT WAy NE)
WSDOT
WSDOT
$1,430,164.24
April2015
1jYo
4. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
HISTORIC DITCH TRAIL II
City of Tacoma
City of Tacoma
$1,292,030.61
June 2015
1jYo
I.5 (TUMWATER BOULEVARD TO GRAVELLY LAKE DRIVE)
WSDOT
WSDOT
$4,394,780.07
June 2015
10o/o
5. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
Tucci&Sons lnc
sR509 (S 160TH STREET TO S 112TH VIC SB) pAVtNG & ADA COMPLTANCE
WSDOT
WSDOT
$1,396,690.00
June 2015
10o/o
Ia
6 Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
7. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work pedormed with
Own Forces:
176TH STREET EAST (B STREET EAST T0 14TH AVENUE EAST)
Pierce County
Pierce County
$5,1 62,201 ,79
July 2015
10o/o
8. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
112TH STREET SoUTH & pACtFtC AVENUE SOUTH (SR7) TRANSTT ACCESS
Pierce County
Pierce County
$811,336,50
August 201 5
1jYo
L Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
BRIDGEPORT WAY OVERLAY & STEILACOOM BLVD OVERLAY
City of Lakewood
City of Lakewood
$1,042,359.71
November 2015
10o/o
10. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
sR518 (WB 24TH AVENUE SOUTH VtC T0 1.5 TNTERCHANGE) pAVtNG
WSDOT
WSDOT
$1,412,743.14
December 2015
1}Yo
Tucci&Sons lnc
11. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work pedormed with
Own Forces:
sR410 (N OF MEYERS RoAD TO?I4THAVENUE)
WSDOT
WSDOT
$1,224,269.15
January 2016
1jYo
12. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
sR509 (S NORMANDY ROAD VrC TO 174TH |NTERSECT|oN)
WSDOT
WSDOT
$1,016,832.00
February 2016
1}Yo
13. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work pedormed with
Own Forces:
sRl81 (S 180TH TO SOUTHCENTER BoULEVARD) pAVtNG & ADA CoMPL|ANCE
WSDOT
WSDOT
$1,507,086.24
February 2016
10To
14. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
TACOMA TOP 4 BIKEWAYS. PHASE 2
City of Tacoma
City of Tacoma
$1,740,853.30
February 2016
1}Yo
15. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
WINNIFRED STREET TIB IMPROVEMENTS
City of Ruston
Jerome W Morrissette & Associates
$1,145,367.90
March 2016
10%
Tucci&Sons lnc
16. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
S 324TH STREET PRESERVATION
City of Federal Way
City of Federal Way
$546,519.13
April2016
10o/o
17. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
SOUTH TACOMA WAY CORRIDOR IMPROVEMENTS
City of Tacoma
City of Tacoma
$3,499,065.29
July 2016
1\Yo
18. Name of Project:
0wner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
CASCADIA BOU LEVARD UTILITIES
NASH Cascadia LLC
Mackay + Sposito
$5,206,656.42
September 2016
100/o
19. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work pedormed with
Own Forces:
2016 ASPHALT OVERLAY
City of Federal Way
City of Federal Way
$1,495,683,66
September 2016
1jYo
20. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
SR41(}. SRl67 TO 192ND AVENUE PAVING
WSDOT
WSDOT
$1,627,991,13
September 2016
100/o
21. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
Tucci&Sons lnc
sRl6 (Mp7.28 TO Mp8.41)TACOMA NARROWS BRTDGE
WSDOT
WSDOT
$1,002,097.69
October 2016
10o/o
22. Name of Project:
Owner:
Engineer:
Conkact Amount:
Completion Date:
Percent of Work performed with
Own Forces:
sR509 & t.705 (SCHUSTER PARKWAY T0 EAST 1lTH STREET) PAVING
WSDOT
WSDOT
$1,562,278.60
November 2016
100/o
23. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
PCT TRUCK STAGING
Port of Tacoma
BergerABAM
$1,421,012.37
December 2016
100/o
24. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
STREETS INITIATIVE PACKAGE #2
City of Tacoma
City of Tacoma
$1,882,780.05
May 2017
1}Yo
25. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
r.5 (N OF MAYToWN ROAD TO MARTTN WAy) pAVtNG
WSDOT
WSDOT
$3,908,839.96
August 201 7
10To
26. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work pedormed with
Own Forces:
Tucci&Sons lnc
108TH STREET SW REHABIL|TATION PROJECT (MA|N STREET TO BRtDcEpORT
wAY)
City of Lakewood
City of Lakewood
$641,091.19
August 201 7
100/o
27. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work pefformed with
Own Forces:
HlsToRtc WATER (WATER FLUME L|NE)DITCH TRATL tV
City of Tacoma
City of Tacoma
$1,793,729.01
August 201 7
1}Yo
28. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
MARTIN WAY PAVING
City of Olympia
City of Olympia
$586,977.80
October 2017
1|Yo
29. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
CRP 1415 WEST MAIN STREET MULTI.MODAL
City of Auburn
City of Auburn
$3,288,221.91
November 2017
10o/o
30. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
ROE STREET PAVEMENT PRESERVATION
Town of Steilacoom
Gray & Osborne
$770,376.36
November 2017
10o/o
Tucci&Sons lnc I-r
31, Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
WHITMAN UTILITY CORRIDOR AT TEHALEH
Newland Communities
MacKay + Sposito
$1,816,535.90
March 2018
20Yo
r.5 (MOUNTS RoAD TO CENTER DRIVE)
WSDOT - Subtier to Scarsella Bros. lnc.
WSDOT
$1,398,967.40
April2018
10o/o
S 212TH WAY OVERLAY
City of Kent
City of Kent
$1 ,1 39,91 9.50
May 2018
10o/o
VIEW POINTE
Lennar Northwest
Barghausen Consulting Engineers, lnc.
$2,952,363,80
August 2018
1SVo
sR509 (S 168TH STREET T0 S 112TH STREET VtC) NB pAVtNG & ADA CoMPL|ANCE
WSDOT
WSDOT
$3,297,630.61
August 201 8
1lYo
32. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
33. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
34. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
35. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work peformed with
Own Forces:
36. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date;
Percent of Work performed with
Own Forces:
Tucci&Sons lnc
CONNOR HOMES AT WESTRIDGE
Connor Homes at Westridge, LLC
PACE Engineers
$4,054,587.76
August 2018
20o/o
PIER 4 PHASE 2 RECONFIGURATION
Port of Tacoma
KPFF Engineers
$1,239,653.00
September 2018
100/o
2017 LOCAL STREET RECONSTRUCTION AND PRESERVATION
City of Auburn
City of Auburn
$2,856,631.40
September 2018
1jYo
37. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces;
38. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
39. Name of Project:
Owner:
Engineer;
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
S 56TH STREET AND CIRQUE DRIVE CORRIDOR IMPROVEMENTS
City of University Place
City of University Place
$4,354,590.41
September 2018
1jYo
40, Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
TRILOGY WEST PHASE 5 AT TEHALEH
Newland Communities
MacKay + Sposito
$1,944,931.11
September 2018
20Yo
Tucci&Sons lnc
OBSERVATION RIDGE UTILITIES
Newland Communities
Mackay + Sposito, lnc.
$5,111,421.60
October 2018
20To
2018 ASPHALT OVERLAY
City of FederalWay
City of Federal Way
$1,333,624.00
October 2018
10o/o
LAKEWOOD DRIVE (FLETT CREEK TO 74TH) ROADWAY RECONSTRUCTToN
City of Lakewood
City of Lakewood
$1,442,601.64
November 2018
10%
Ia
41. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
42. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
43, Name of Project:
0wner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
44. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work peformed with
Own Forces:
r.5 (M STREET TO PORTLAND AVENUE. HOV)
WSDOT
WSDOT
$4,557,618.61
November 2018
90% (subtier to Max J Kuney Construction)
45. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
TRILOGY WEST AT TEHALEH SEWER EXTENSION . PHASE 4
NASH Cascadia LLC
MacKay + Sposito
$2,193,600,70
November 2018
20Yo
46. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
Tucci&Sons lnc
STREETS INITIATIVE PACKAGE 4G
City of Tacoma
City of Tacoma
$1,610,070,15
December 2018
150/o
TREMONT STREET WIDENING
City of Port Orchard
City of Port Orchard
$1,035,500.00
February 2019
90% (subtier to Active Construction)
WB W VALLEY HWY TO SE 231ST STREET PAVING & ADA COMPLIANCE
WSDOT
WSDOT
$6,301,579.64
February 2019
1\Yo
47. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
48. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
49. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
S 56TH STREET AND CIRQUE DRIVE CORRIDOR IMPROVEMENTS
City of University Place
City of University Place
$4,631,850.92
March 2019
10To
50. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work per.formed with
Own Forces:
STREETS INITIATIVE PACKAGE #5
City of Tacoma
City of Tacoma
$3,588,761.70
March 2019
10To
51. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
Tucci&Sons lnc
142ND AVENUE EAST RESURFACING
City of Sumner
City of Sumner
$4,769,940.99
April2019
15o/o
N LEVEE ROAD OVERLAY
City of Puyallup
City of Puyallup
$1,234,704.26
June 2019
100
sR99 lSR509 (S CLoVERDALE ST TO DUWAMTSH RTVER)pAVtNG
WSDOT
WSDOT
$4,253,791.61
July 2019
10o/o
52. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
53. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
54, Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
sR181 (SR516 TO W JAMES STREET) pAVtNG & ADA CoMPL|ANCE
WSDOT
WSDOT
$1,476,308.15
August 201 9
1}Yo
55. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
ROYAL FIRS SUBDIVISION
Taylor Development
AHBL Inc.
$2,852,815.93
September 2019
1\Yo
Tucci&Sons lnc Ia
56, Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
SOUTH 166TH STREET SAFE ROUTES TO SCHOOL
City of SeaTac
City of SeaTac
$2,411,112.00
September 2019
15o/o
57. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
SARATOGA
Cooper Ridge LLC
Core Design lnc.
$2,420,796.15
September 2019
20o/o
198TH AVENUE EAST ROAD IMPROVEMENTS
NASH Cascadia LLC
MacKay + Sposito
$6,583,814.97
October 2019
20o/o
sR18 (EB SOoSETTE CR TO HOLDEN CR) pAVtNG & ADA COMPLTANCE
WSDOT
WSDOT
$2,740,017.00
November 2019
10To
58. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
59. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
60. Name of Project:
Owner:
Engineer:
Contract Amount:
Completion Date:
Percent of Work performed with
Own Forces:
sRl61 (M|LTON RD S VtCtNtTy TO SR18) PAVING & ADA COMPLTANCE
WSDOT
WSDOT
$1,865,949.00
November 2019
10To
Tucci&Sons lnc
4.6 Key Personnel
Torrey Johnson
Vice President - Operations
Torrey has over 20 years of design and construction experience that includes road and highway repair; storm, sewer, and water line systems; bridge
repair; and new construction. He oversees the operations department for a smooth and seamless flow of construction activities, quality control, and
safety, health, and wellness of our employees and jobsites.
Butch Brooks
General Superintendent
Butch has over 30 years of roadway and highway construction and repair, including; storm, sewer, and water line systems; bridge repair; and new
construction. He manages the paving operations of the company to ensure equipment and supplies are provided for a smooth operation. He also
manages projects performing as a subcontractor.
Daniel Glover
Chief Estimator/ Prolect Manager
Dan has over 25 years of construction experience as a project manager and estimator with hard bids and negotiated work. He ensures our clients
are provided accurate and complete estimates.
Proiects Amount Scheduled for Comoletion
North Corridor P2 Grading
Edmunds Park
$3,492,968.51
$9,506,578.91
February 2020
February 2020
Dan Nelson
Project Manager
Dan, with over 15 years of construction experience, manages projects from inception to completion, on time and within budget. His duties, as a
project manager, include overseeing the day-to-day construction activities, manages the project schedule, quality conhol, safety wellness, and
budget control.
Proiects Contract Amount Scheduled for Completion
C9371 KITSAP AREA PAVING $5,710,464.70 February 2020
Streets lnitiative Package #13 $2,425,930.25 March 2020
Matthew Pavolka
Project Manager I Estimator
Matt manages our road and highway construction from inception to completion, His duties include overseeing the day{o-day activities onsite, project
scheduling, quality control, safety wellness, and budget conkol.
Randy Liotti
Project Manager
Randy has over 15 years of construction experience as a project manager and estimator with hard bids. His role is to provide the utmost quality
project from inception to completion as he manages the contract, budget, cost control, safety, and customer relations
Proiects c Amount Scheduled for Comoletion
NIM Stormwater Pipe Extension
l-5 (Steilacoom-Dupont RD to Thorne LN)
$477,258.00
$13,283,935.67
March 2020
June 2021
Tyler Wight
Project Manager
Tyler has over 15 years of construction experience as a project manager and estimator with negotiated, private projects. His role is to provide the
utmost quality project from inception to completion as he manages the contract, budget, cost control, safety, and customer relations
Proiects Contract Amount Scheduled for Gompletion
The Crossings at Sunrise $1,577,834.80 Aprit 2020
4.7 EQUJPMENT LIST
Equipment Rental Rate Schedule Tucd & Sonr lr
,1224 Wdd Road . Ta@ms, WA 64443
P (253) S22{676
F (253\522-2A76
In
1 A 14I
1 A 14I Trailer Yards
1 A num Boom I 6 Dump Truck with Transfer Trailer,22 Cubic Yards
4 235 I 1 Tractor and Double Belly Dump, 24 Cubic Yards
2 I 5 Water Tank Truck, 3500 Gallons
2 Cat 320 I1 Oil Distributor Truck
1 rau Excavator Cat 314 I 2 H
2 'lydraulic Mini Excavator, Cat 305 I Foreman lncl. SmallTools
5 Thumb I Mechanic and Mechanic Crane Truck with Tools
1 Swivel I
2 Excavator I Trailer
7 436 I
7 Rubber Tired Backhoe Traffic Control Supervisor with Truck
2 Trench Conveyor, Kros 48R (Mo Operator I Operator Only
2 Rubber Tired Front End Loader, Cat 980 I Oiler or Grade Checker
1 Rubber Tired Front End Loader, JD 824 I Laborer
4 Rubber Tired Front End Loader, Cat 966 I
4 Rubber Tired Front End Loader, JD 624 I Time and a Half
1 non Box I Double TimeExcess
I Skid Loader, Bobcat 730 I
1 Motor Grader, Cat 14 I
4 Motor Grader, Cat 140 I GPS Grade and Machine Control System
6 I Laser lnstrument
4 Cat 623 I Portable Truck Wheel Wash
2 B Dozer, Cat D-9 I Portable Water an
2 B Dozer, Cat D-B r Portable Sedimentation Tank
I Dozer Wide I Trailer Mounted Water Tank
1 B Dozer, Cat D-6 I Compressor, Jackhammer and Accessories
1 B Dozer, JD 650 I Tack Trailer or AR Sealino Trailer
2 B Dozer, JD 450, Cat D-3 I
1 Dozer, Rubber Tired, Cat B24 I Portable Generator
3 Attachment for Dozer I Steel/ Concrete Cut Off Saw, Chain Saw
5 Roller, Vibratory Steel Wheel, Cat 563, Cat 533 I Submersible , Gas Trash Pumos
2 Roller Pheumatic 25
2 Roller Pavin m
2 DD.9O I Trench Box
3 DD-34 I Steel Sheets per each Sheet)
1 0n RollPac I Variable Messaqe Board
3 A I Sequential Arrow Siqn
I )aving Transfer Machine, Blaw Knox I Truck Mounted Attenuator
I A Road Widener, Midland I Traffic Banel
1 Power Broom, John Deere I Misc Traffic Conhol Devices
2 Generator, 125 kw, 75 kw I
i,lo. of
Units Notes
Rate per
Hour
No. of
Units Notes
Rate per
HourDescription of Equipment Description of Equipment
Notes
A - Price includes two operating engineers.
B - Price of Ripper Teeth, if used, are extra.
Minimum Charge
There will be a FOUR HOUR minimum charge on all equipment per day
Operators will be charged out for either FOUR or EIGHT hours per day.
There will be a TWO HOUR minimum charge on a water or oil truck.
Our Prices lnclude
Operator, Fuel, Maintenance, lnsurance
Our Prices do not lnclude
Mobilization and Barricades
Tucci&Sons lnc Ia5.f Trade References
Associated Petroleum
P.O. Box 34600
Seattle, WA 98124P (2s3)627-617eF (253) 627-3637
Glacier NW, lnc.
P,O. Box 94707
Seattle, WA 98124-7007P (206)764-3024F (206) 764-3013
G&G lnc.
18044 S,E.224th Street
Kent, WA 98042P (425)432-1325F (425) 432-8155
Attention: Bonnie Graham
Reece Construction Company
PO Box 1531
Marysville, WA 98270P (360) 659-9600F (360) 65e-9633
Attention: Andy Reece
Michaelis Trucking & Excavating LLC
PO Box 15057
Tumwater, WA 98511P (360) 7e0-0109
Attention: Angela Michaelis
Tunista Construction LLC
33400 8th Avenue South, Suite 105
FederalWay, WA 98003P (253) 517-9988
Mobys 24-HR Street Sweeping Services, lnc.
206 Frontage Road North, Suite 82
Pacific, WA 98047P (253) 854-9743
Tucci&Sons lnc I-l
5.2 Bank References
WASHINGTON TRUST
10500 NE 8th Street, Suite 1100
Bellevue, WA 98004P (425) 79e-5516
Attention: Jeff La Coss
5.3 Surety
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA
One Tower Square
Hartford, CT 06183
c/o HENTSCHELL & ASSOCIATES, lNC.
1436 S, Union Avenue
Tacoma, WA 98405P (253)272-1151
BIDDER RESPONSIBILITV CRITERIA
Statement that Bidder Has Not Been Disqualifled
This statement is required by state law (RCW 39.04.350(1)(d)) to be submitted to
the City before the contract can be awarded,
The bidder hereby certifies that, within the three-year period immediately preceding
the bid solicitation date (April 28, 2O2O), the bidder has not been disqualified from
bidding on any public works contract under RCW 39.06.010 or 39.12.065(3).
Bidder's Name
Signature of thorized Official*
MICHAEL F. TUCCI
Printed Name
PRESIDENT
Title
APRIL 28.2020 TACOIMA WASHINGTON
StateDateCity
x If a corporation, proposal must be executed in the corporate name by the president
or vice-president (or any other corporate officer accompanied by evidence of
authority to sign). If a co-partnership, proposal must be executed by a partner.
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
28 April 13,2020
BIDDER RESPONSIBILITY CRITERIA
Certification of Compliance with Wage Payment Statutes
This certification is required by state law (RCW 39.04.350(2)) to be submitted to
the City before the contract can be awarded.
The bidder hereby certifies that, within the three-year period immediately preceding
the bid solicitation date (April 28, 2O2O), the bidder is not a "willful" violator, as
defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW,
as determined by a final and binding citation and notice of assessment issued by the
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.
Bidder's Busi
Signature of Authorized Officialx
MICHAEL F. TUCCI
Printed Name
PRESIDENT
Title
e
APRIL 28.2O2O
Date
TACOMA WASHINGTON
StateCity
x If a corporationt proposal must be executed in the corporate name by the president
or vice-president (or any other corporate officer accompanied by evidence of
authority to sign). If a co-partnership, proposal must be executed by a partner.
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001. 1
29 April 13,2020
PROPOSAL SIGNATURE PAGE
The undersigned bidder hereby proposes and agrees to start construction work on the
Contract, if awarded to him/her, on or before ten (10) calendar days from the date of
the Notice to Proceed, and agrees to complete the Contract within one hundred
(1OO) 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 L, ,
-, -t
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:APRII 28
NAM
sig of Authorized Representativenature
MICHAEL F. TUCCI. PRESIDENT
(Print Name and Title)
42?4WAt I FR ROAn
Address
TACOMA, WA 98443
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
R
30 April 13, 2020
I
BID BOND FORM
KNOW ALL MEN BYTHESE PRESENTS:
That we,Tucci & Sons, lnc.as Principal,
and Travelers Qasualtv and Suretv CompanV of America as Surety, are held and firmly
bound unto the CITY OF KENT, as Obligee, in the pe nal SUm Of FivoPercent(5%)of theTotal BidAmount
Dollars, for the payment of which the Principal and the Surety bond themselves, their
heirs, executors, administrators, successors and assigns, jointly and severally, by
these presents.
The condition of this obligation is such that if the Obligee shall make any award to the
Principal for 2O2O Asphalt Overlays/Project Number: 2O-3OO1.1
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 foffeit to the Obligee, as penalty and liquidated damaged, the
amount of this bond.
SIGNED, SEALED AND DATED THIS 28th DAY OF 2020.
Tucci & Sons, lnc.
By:
PRINCIPAL
Travelers Casualty and Surety Company of America
By:
SU Julie A. Craker, Attorney-in-Fact
20
Received return of deposit in the sum of
2020 Aspha lt Overlays/Almaroof
Project Number: 20-3001.1
31 April 13, 2020
)
.-r
TRAYELERS J
Travelerc Casualty and Surcty Company of America
Travelerc Casualty and Surety Company
St, Paul Fire and Marine Insurance Company
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That Travelors Casualty and Surety Company of America, Travelers Casuelty and Sqrety Company, and St.
Paul Fir6 and Marine lnsurance Company are corporations duly organized under the laws of the State of Connecticut (herein collgctively called the
"Companies"), and that the Companies do hereby make, constituto and appoint Julle A. Graker ofTacoma
Washlngton , their tru6 and lawful Attornay-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances,
conditional undertakings and oth€r writings obligatory in the nature thereof on behalf of th€ Companies in th€ir business of guaranteeing the
fidelity of p€rsons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitt€d in any
ac,tions or proceedings allowed by law,
lN WITNESS WHEREOF, the Companies have caused this instrument to be signed, end theircorporate seals to be hereto affixed, this 3rd day of February,
2017.
State of Connecticut
By:
City of Hartford ss.
On this the 3rd day of February, 2017, before me personally appearod Robert L. Raney, who acknowledg€d himself to be the Senior Vice President of
Travelers Casualty and Surety Company of America, Travelers Casualty and Suroty Company, and St, Paul Fire and Marine lnsurance Company, and
that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on bshalf of the corporations
by himself as a duly authorized officer.
ln Witness Whereof, I hereunto set my hand and official seal.
My Commission elpires the 30th day of June, 2021
Notary
This Power of Attorney is granted under and by the authority of the following r€solutions adopted by the Boards of Directors of Travelers Casualty and
Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine lnsurance Company, which resolutions are now in
full force and offoc{, reading as follows:
RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any
Second Vice President, the Treasurer, any Assistant Troasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and
Agents to ac{ for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with
the Company's name and seal with the Company's seal bonds, recognizances, contrac{s of indemnity, and oth€r writings obligatory in the nature of a
bond, recognizance, or conditional undertaking, and any of said officers or the Board of Direclors at any time may remove any such appointee and revoke
the power given him or her; and it is
FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vico President or any Vice
President may delegate all or any part of the foregoing authority to one or more ofiicers or employees of this Company, provided that each such delegation
is in writing and a copy ther€of is filed in the office of th6 Secretary; and it is
FURTHER RESOLVED, that any bond, recognizanc€, contrad of indemnity, or writing obligatory in the natur€ of a bond, recognizance, or conditional
undertaking shall be valid and binding upon the Gompany when (a) signed by the President, any Vice Chairman, any Executive Mce President, any Senior
Vice President or any Vice President, any Second Mce President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant
Secretary and duly aftested and sealed with the Companfs seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by
one or more Attorneys-in-Fact and Agents pur8uant to the power prescribed in his or her c€rtificate or their certificates of authority or by one or more
Company officers pursuant to a written delegation of authorit$ and it is
FURTHER RESOLVED, that the signature of each of the following oflicers: President, any Executive Vice President, any Senior Mce President, any Vice
President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power
of Attorney or to any ceilificate relating thereto appointing Resident Vice Presid6nts, Resid€nt Assistant Secretaries or Attorneys-in-Fact for purposes only
of executing and attesting bonds and undertakings and otherwritings obligatory in the nature thereof, and any such Power of Attomey or certificate boaring
such facsimile signature or facsimile eeal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile
signature and facsimile seal shall be valid and binding on the Company in the future with respec{ to any bond or understanding to which it is attached.
l, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casuaty and Surety Company of America, Travelers Casualty and Surety
Company, and St. Paul Fire and Marine lnsurance Company, do hereby c€rtify that the above and foregoing is a true and correc,t copy of ths Power of
Attorney executed by said Companies, which remains in full force and effed.
Dated this 28th day of APril ,2020
@
/*" { /4*t*_r'KevinE.nu@
To verily lhe aullrenticlty of lhls Powar of Attomey, please aII us at 78O0427-380.
Please tefer to the above-named Atlomey-In-Fad and lha dabils of lrta bond to whlch tfia pwar ts attached.
Hr',nl.On0,
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,1
CITY OF KENT
COMBINED DECLARATION FORM:
NON-COLLUSION, MINIMUM WAGE
NON.COLLUSION DECLARATION
I' by signing the proposal, hereby declare, under penalty of perjury under the
laws of the United States that the following statements are true and correct:
That the undersigned person(s), firm, association or corporation has
(have) not, either directly or indirectly, entered into any agreement,
participated in any collusion, or otherwise taken any action in
restraint of free competitive bidding in connection with the project
for which this proposal is submitted.
2. That by signing the signature page of this proposal, I am deemed to
have signed and to have agreed to the provisions of this declaration.
AND
MINIMUM WAGE AFFIDAVIT FORM
I, the undersigned, having duly sworn, deposed, say and certify that in connection
with the performance of the work of this project, I will pay each classification of
laborer, workman, or mechanic employed in the performance of such work not less
than the prevailing rate of wage or not less than the minimum rate of wage as
specified in the principal contract; that I have read the above and foregoing statement
and certificate, know the contents thereof and the substance as set forth therein is
true to my knowledge and belief.
2O2O Asphalt 0verlays
Project Number: 2O-3OO1. 1
I
NAME OF PROJECT
OF BIDDER'S FIRM
MICHAEL F. TUCCI IDENT
SIGNATURE OF AUTH D REPRESENTATIVE OF BIDDER
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
I
32 April 13, 2020
i
This change order form is for example purposes only. By
3ubmitting a bid, the bidder agrees to be bound by the terms of
this change order form for any change orders.
CHANGE ORDER NO. [Enter # L, 2, 3, etc.]
NAME OF CONTRACTOR: [Insert Comoanv Name] ("Contractor")
CONTRACT NAME & PROJECT NUMBER:[Insert Name of Original Contract & Project #, if applicable]
ORIGINAL CONTRACT DATE: llnsert Date Original Contract was Signed]
This Change Order amends the above-referenced contract; all other provisions of the
contract that are not inconsistent with this Change Order shall remain in effect. For valuable
consideration and by mutual consent of the parties, the project contract is modified as follows:
1. Section I of the Agreement, entitled "Description of Work," is hereby modified to
add additional work or revise existing work as follows:
In addition to work required under the original Agreement and any
prior Amendments, Contractor shall provide all labor, materials, and
equipment necessary to:
[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 II "Time of
Completion," and Section III, "Compensation," are hereby 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 $
{t
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001. I 33 April 13,2020
t'I
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 or nature arising from or connected with any work either covered or affected by this
Change Order, including, without limitation, claims related to contract time, contract
acceleration, onsite or home office overhead, or lost profits. This Change Order, unless
otherwise provided, does not relieve the Contractor from strict compliance with the guarantee
and warranty provisions of the original contract, particularly those pertaining to substantial
completion date.
All acts consistent with the authority of the Agreement, previous Change Orders (if any),
and this Change Order, prior to the effective date of this Change Order, are hereby ratified and
affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change
Order shall be deemed to have applied.
The parties whose names appear below swear under penalty of perjury that they are
authorized to enter into this contract modification, which is binding on the parties of this
contract.
3. The Contractor will adjust the amount of its performance bond (if any) for this
project to be consistent with the revised contract sum shown in section 2, above.
IN WITNESS, the parties below have executed this Agreement, which will
become effective on the last date written below.
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001.1
CONTRACTOR:
By:-
(ttS*t*")
Print Name:
(title)
DATE:
CITY OF KENT:
By:
(tlS*t*")
Print Name : Timothv J. LaPorte. P.E.Its Public Works Direcff
(tiile)
DATE
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
34 April 13, 2020
BIDDER'S CHECKLIST
The following checklist is a guideline to help the Contractor make sure all forms are
complete. The bidder's attention is especially called to the following forms. Failure
to execute these forms as required may result in rejection of any bid.
Bidder's Package should include the following:
Bid Document Cover Sheet filled out with Bidder's Name
Order of Contents...........
Invitation to Bid
Contractor Compliance Statement......
Date
Have/ have not pa rticipated acknowledg ment.,.........
Signature and address ........
Declaration - City of Kent Equal Employment Opportunity Policy
Date and signature .......
Administrative Policy
Proposal
First line of proposal - filled in ..........
Bid the same unit price for asterisk 1x; bid items
Unit prices are correct
Subcontractor List (contracts over $IOOK)
Subcontractors listed properly
Signature
Subcontractor List (contracts over $1 million).....,.....
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 afterthe Contract is awarded:
A) CONTRACT
This agreement is to be executed by the successful bidder.B) PAYMENT AND PERFORMANCE BOND
To be executed by the successful bidder and its surety company.
The following form is to be executed after the Contract is completed:
A) CITY OF KENT EOUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT
To be executed by the successful bidder AFTER COMPLETION of this contract.
2020 Asphalt Overlays/Almaroof 35 April 13, 2020
Project Number: 20-3001. 1
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Bond No. 107198378
KENT
PAYMENT AND PERFORMANCE BOND
TO CITY OF KENT
W^rErxoroN
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned,Tucci & Sons, lnc.
as Principal,¿¡61 Travelers Casualty and Surety Company of America
a Corporation organized and existing under the laws of the State of Washi ngton, as a
surety corporation, and qualified under the laws of the state of washi ngton to
become Surety upon bonds of Contractors with Munici pal Corporations, as Surety, arejointly and severally held and firmly bound to the Cl TY OF KENT in the penal sum of
$1,882,037.50 together wíth any aüustments,up or down, in the total contract
price because of changes in the contract work, for the payment of which sum on
demand we bind ourselves and our successors, heirs, administrators or personal
representatives, as the case may be.
This obligation is entered into in pursuance of the statutes of the State of
Washington, and the Codes and Ordinances of the ClTy 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 oi the
City of Kent has let or is about to let to the above bounden Principal, a cèrtain
contract, the said contract providing for construction of zo2o Asphalt
Overlays,/Project Number: 2O-3OOÍ .f (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 withín the time
set forth:
NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully
perform all the provisions of saíd 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 ClTy OF
KENT harmless from any damage or expense by reason of failure of performance asspecified in said contract or from defects appearing or developing in ïhe material orworkmanship provided or performed under said contract, then añO in that event this
obligation shall be void; but otherwise it shall be and remain in full force and effect,
lN WITNESS WHEREOF, the above bounden parties have executed this
instrument under their separate seals. The name and corporate seal (if required bylaw) of each corporate party is hereto affixed and duly signed by its undersigned
representatives pursuant to authority of its governing body,
2020 Asphalt Overlays/Almaroof
Project Number: 2O.3OO1 ,1
36 April 23, 2020
TWO WITNESSES.Tucci & So
PRINCIPAL pal's name above)
BY:
Hezo/ t4Ð7r?TITLE Tucci President
DATE: 25-ê-2¿1 DATE:ð.;-zg-9-/.?
CORPORATE SEAL:
PRINT NAME
DATE:O5- /4-JLÐ Travelers Casualty and Surety Company of America
SURETY
CORPORATE SEAL BY:
A. Craker, Attorney-in-Fact
DATE: 0511112020
TITLE:Attorney-in-Fact
ADDRESS: One Tower
Hartford cT 06183
CERTIFICATE AS TO CORPORATE SEAL
I hereby certify that I am the (Assistant) Secreta of the on 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, a
authority of its governing body,
nd attested for and in behalf of said Corporation by
SEC ARY OR ASSISTANT SECRETA
2020 Asphalt Overlays/Al maroof
Project Number: 20-3001 ,1
t
37 Aptll 23, 2o2O
,-,
,TRÄYELERS J
Travelerc Casualty and Surety Company of America
Travelerc Casualty and Surety Company
St. Paul Fire and Marine Insurance Company
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That Trevolêrs Casual$ and Surety Company of America, Travelers Casualty and Surety Company, and St.
Paul Fire and Marine lnsurencê Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the
"Companiês'), end thât the Companies do hereby make, const¡tute and appoint Julle A. Graker of TacomaWashington , lheir true and lawful Attornoy-in-Fac't to sign, execute, sêal end ecknowlodge any and all bonds, recognizances,
conditional undertakings and othêr writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the
fidelity of porsons, guaranteeing the performance of contracts end €xêcut¡ng or guaranteeing bonds and und6rtaklngs required or perm¡tt€d in any
ections or proceedings allowed by law.
lN W|TNESS wHEREOF, the Companies have caused this ¡nstrument to be signed, end theircorporate seals to be hereto aff¡xed, th¡s 3rd day of February,
2017.
State of Connecticut
By:
City of Hartford ss.Vice President
On th¡s the 3rd day of February, 2017,bê'¡oß me personally appeared Robert L. Raney, who acknowledged himsôlf to be the SeniorVice Pr€sident of
Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine lnsurance Company, and
that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf ofthe corporations
by himself as a duly authorized off¡cêr.
ln W¡tness Whereof, I hereunto set my hand and ofücial s6el,
My Commission elçires the 30th day of Junê, 2021
Marià C. Tetreault, Notary Public
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and
Surety Gompany of America, Travelers Casualty and Surety Company, end St. Paul Fire and Marine lnsurance Company, which resolutions are now in
full force and effec{, rôeding as follows:
RESOLVED, that the Chaiman, the President, any Vice Chairmen, any Executive Vice President, any Senior Více President, any Vice President, any
Second Vic€ Pr€sident, the Treasurer, any Assistant Treasurer, the Corporete Secretary or any Assistant S€cretary may appoint Attorneys-in-Fact and
Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of euthority may prescribe to sign with
the Company's name and seal with the Company's seal bonds, recognizances, contrec{s of indemnity, and otherwritings obligatory in the nature of a
bond, recognizance, or conditional undertaking, and any of said officers or the Board of Direc'tors at any time may r€mov€ any such appointe€ and revoke
the power given him or her; and it is
FURTHER RESOLVED, that the Chairman, the President, any Mce Chairman, any Executive Vice President, any Senior Vice President or any Mce
President may delegate all or any part of the foregoing authority to one or more ofücers or employees of this Company, prov¡ded that €ach such delegation
is in writing and a copy th€reof is filed in the office of the Secretary; end it is
FURTHER RESOLVED, that any bond, recognizance, contrad of indemnity, orwriting obligetory in the nature of a bond, recognÞance, or conditional
undertaking shall be valid and binding upon the Gompany when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior
Vice Presidênt or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporatê Secretary or any Assistant
Secretary and duly ettest€d and sealed with the Company's seal by a Secr€tary or Assistant Secretary; or (b) duly ôxecut€d (under sâal, if ráquired) by
one or more Attorneys-in-Fac{ end Agonts pur8uant to th6 power prescribed in his or her cortif¡cate or their certificates of authority or by one or more
Company officers pursuant to a written delegation of authority; and it ¡s
FURTHER RESOLVED, that the signature of each of the following ofr¡cers: President, any Executive V¡c€ President, any Senior Vice President, any Vice
President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affxed by facsimile to any Þower
of Attorney or to any certificate_relating thereto appo¡nting Resident Vice Presidents, Resident Assistant S€cretar¡es orAttorneys-ín-Fac,t for purpoóes only
of exe-cutlng and attesting bonds and undertakings and otherwritings obligatory in the nature thereof, and any such Power of Attomey or certificate bearini¡
such facs¡mile €igneture or facsimile seal shall be valid and bind¡ng upon the Company and any such power so executed and certitied by such facsimile
s¡gnature and facsimile seal shall bE valid and binding on the Company in the futur€ with respect to any bond or understanding to which ii is attached.
f, Kevin E. Hughês, the undersigned, Ass¡stant Secr€tary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety
Company, and St. Paul Fire and Marine lnsurance Compeny, do hereby certify that the above and foregoing ¡s a true and correc,t copy ofine power of
Attorney executed by said Compani€s, which remains in full force and effec-t.
Dated this llth day of MaY ,2020
Secretary
To verì{y lrte auútent'clty of thls Power of Attomey, plæse call uç at 78OO42t-380.
Pleaæ rcfer to Ilrc aþove-named Attomey-ln-Fact and tlre deÞils of lha bond lo whÍch tfie power ls attachad,
@ hnq^i¡" C i.r]ñrÂulf
Êm{utr
*$r
1
CONTRACT
THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington
municipal corporation ("City"), and Tucci &Sons lnc.
organ ized under the laws of the State of Washinoton located and doing
business at Tacoma, Washington ("Contractor").
WITNESS
ln consideration of the terms and conditions contained in this Agreement and in
the project documents, plans, and specifications all of which are a part of this
Agreement, the parties agree as follows:
The Contractor shall do all work and furnish all tools, materials, and equipment
for: 2O2O Asphalt Overlays.lProjecï Number: 2O-3OO1.f in accordance
with and as described in the Contract and shall perform any alterations in or
additions to the work provided under the Contract and every part thereof, The
Contract shall include all project specifications, provisions, and plans; the City's
general and special conditions; the 2O2O Standard Specifications for Road,
Bridge, and Municipal Construction, as prepared by the Washington State
Department of Transportat¡on and the Washington State Chapter of the
American Public Works Association, including all published amendments issued
by those organizations, if applicable ("Standard Specifications"); the City's bid
documents; and the Contractor's response to the City's bid. The Contractor is
responsible to obtain copies of the 2O2O WSDOT Standard Specifications
including the latest amendments issued by WSDOT as of the date of bid
opening. Unless otherwise directed by the City, work shall start within ten (10)
days after the City issues its Notice to Proceed and be completed within one
hundred (1OO) working days,
The Contractor shall provide and bear all expense of all equipment, work, and
labor of any sort whatsoever that may be required for the transfer of materials
and for constructing and completing all the work provided for in the Contract,
except where the specifications allocate that responsibility to the City,
The City hereby promises and agrees with the Contractor to employ, and does
employ. the Contractor to provide the materials and to do and cause to be done
the above described work and to complete and finish the same according to the
Contract and the terms and conditions herein contained and hereby contracts to
pay for the same according to the Contract and the schedule of unit or itemized
prices provided by Contractor in its response to the City's bid, at the time and
in the manner and upon the conditions provided for in the Contract.
The Contractor for itself, and for its heirs, executors, administrators,
successors, and assigns, does hereby agree to the full performance of all
çovenants herein contained upon the part of the Contractor.
It is further provided that no liability shall attach to the City by reason of
entering into this contract, except as expressly provided herein,
2020 Asphalt Overlays/Almaroof
ProJect Number: 2O-3O01 ,1
2
3
4
38 April23, 2O2O
5 Contractor shall defend, indemnify, and hold the City, its officers, officials,
employees, agents, volunteers and assigns harmless from any and all claims,
iqiuries, damages, losses or suits, including all legal costs and attorney fees,
arising out of or in connection with the performance of this contract, except for
iryjuries 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
iqiury to persons or damages to property caused by or resulting from the
concurrent negligence of the Contractor and the City, its officers, officials,
employees, agents and volunteers, the Contractor's liability hereunder shall be
only to the extent of the Contractor's negligence.
IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE
INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S
WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW,
SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES
FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS
WAIVER.
The provisions of this section shall survive the expiration or termination of this
contract,
Contractor agrees, upon the City's written demand, to make all books and
records available to the City for inspection, review, photocopying, and audit in
the event of a contract related dispute, claim, modification, or other contract
related action at reasonable times (not to exceed three (3) business days) and
at places designated by the City,
The Contractor shall procure and maintain, during the term of construction and
throughout the specified term of maintenance, insurance of the types and in the
amounts described in Exhibit A attached and incorporated by this reference.
Contractor is responsible for locating any underground utilities affected by the
work and is deemed to be an excavator for purposes of RCW Ch. 19.122, 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
2020 Asphalt Overlays/Almaroof
Project Numþen 20-3oo1 ,1
39 April 23, 2020
CITY OF KENT
BY
DANA RALPH, MAYOR
DAÏE:
ATTEST:
KIMBERLEY A. KOMOTO, CITY CLERK
APPROVED AS TO FORM
KENT LAW DEPARTMENT
CONT -W
BY
PRINT NAME: Michael F, Tucci
T ITLE: President
DATE: 05-12'20
2O2O Asphalt Overlays/Almaroof
Prqlect Number: 20-3001 ,1
40 Aprll23, 2O2O
05/19/2020
EXH I BIT A
I NSURANCE REQU I REMENTS FOR
GONSTRUCTION PROJECTS
lnsurance
The Contractor shall procure and maintain for the duration of the Agreement,
insurance against claims for ir!uries to persons or damage to property which may
arise from or in connection with the performance of the work hereunder by the
Contractor, their agents, representatives, employees or subcontractors.
A. Minimum Scope of lnsurance
Contractor shall obtain insurance of the types described below
1 Gommercial General Liabilitv insurance shall be written on ISO
occurrence form CG OO 01 or its equivalent, with minimum limits of
$3,OOO,0OO per occurrence and in the aggregate for each 1 year policy
period. This coverage may be any combination of primary, umbrella or
excess liability coverage affording total liability limits of not less than
$3,OOO,OOO per occurrence and in the aggregate. Products and Completed
Operations coverage shall be provided for a period of 3 years following
Substantial Completion of the work. The Commercial General Liability
insurance shall be endorsed to provide the Aggregate per Project
Endorsement ISO form CG 25 03 11 85. The Gity shall be named as an
Additional Insured under the Contactor's Gommercial General
Liability insurance policy with respect to the work performed for the
Gity. All endorsements adding Additional lnsureds shall be issued on
form CG 2() f O f 1 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. Coverage shall be written on lnsurance Services Office
(lSO) form CA OO 01 or a substitute form providing equivalent liability
coverage. lf necessary, the policy shall be endorsed to provide contractual
liability coverage.
3. Workers'Gompensation coverage as required by the lndustrial lnsurance
laws of the State of Washington.
B. Minimum Amounts of I nsurance
Contractor shall maintain the following insurance limits:
1. Gommercial General Liability insurance shall be written with minimum
limits of $3,OOO,0OO 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.
2O2O Asphalt Overlays/Almaroof
Project Number: 20-3001 .1
41 April 23, 2O2O
2
EXHIBIT A (Gontinued)
Automobile Liability insurance with a minimum combined single limit for
bodily iIury and property damage of $1,OOO,OOO per accident.
C. Other lnsurance Provisions
ïhe insurance policies are to contain, or be endorsed to contain, the following
provisions for Automobile Liability and Commercial General Liability:
1. ïhe Contractor's insurance coverage shall be primary insurance as respect
the City, Any insurance, self-insurance, or insurance pool coverage
maintained by the City shall be excess of the Contractor's insurance and
shall not contribute with it.
2 The Contractor's insurance shall be endorsed to state that coverage shall not
be cancelled by either party, except after thirty (30) days prior written
notice by certified mail, return receipt requested, has been given to the City.
3. The City of Kent shall be named as an additional insured on all policies
(except Professional Liability) as respects work performed by or on behalf of
the contractor and a copy of the endorsement naming the City as additional
insured shall be attached to the Certificate of lnsurance. The City reserves
the right to receive a certified copy of all required insurance policies. The
Contractor's Commercial General Liability insurance shall also contain a
clause stating that coverage shall apply separately to each insured against
whom claim is made or suit is brought, except with respects to the limits of
the insurer's liability.
D. Gontractor's lnsurance for Other Losses
The Contractor shall assume full responsibility for all loss or damage from any cause
whatsoever to any tools, Contractor's employee owned tools, machinery, equipment,
or motor vehicles owned or rented by the Contractor, or the Contractor's agents,
suppliers or contractors as well as to any temporary structures, scaffolding and
protect¡ve fences.
E. Waiver of Subrogat¡on
The Contractor and the City waive all rights against each other any of their
Subcontractors, Sub-subcontractors, agents and employees, each of the other, for
damages caused by fire or other perils to the extend covered by Builders Risk
insurance or other property insurance obtained pursuant to the lnsurance
Requirements Section of this Contract or other property insurance applicable to the
work. The policies shall provide such waivers by endorsement or otherwise,
2020 Asphalt Overlays/Almaroof
Project Number: 2O-3O01 .1
42 April 23, 2O2O
EXHIBIT A (Gontinued)
F. Acceptability of lnsurers
lnsurance is to be placed with insurers with a current A.M, Best ratinq of not less than
A:Vll.
G. Verification of Goverage
Contractor shall furnish the City with original certificates and a copy of the
amendatory endorsements, including but not necessarily limited to the additional
insured endorsement, evidencing the Automobile Liability and Commercial General
Liability insurance of the Contractor before commencement of the work.
H. 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,
2020 Asphalt Overlays/Almaroof
Project Number: 20-3001 .1
43 Aptil 23, 2O2O
Glient#:24451 TUCCSONS,ACQRD-" CERTIFICATE OF LIABILITY INSURANCE
COVER.AGES CERTIF¡CATE NUMBER:REVISION NUMBER:
DATE (MM/DD/YYYY)
5t12t2020
CERTIFICATE
TIVELY
REPRESENTATIVE
tsTH ISSUEDls AAS TTERMA INFORMATIONOF LON ANDY NOCONFERS RIGHTS UPON CERTIFICATHE HOLDETE THISR.ERTIFICAc DOESTE NOT AFFIRMA NOR YEGATIVEL NAME EXTE ORNDD,TERAL COVERAGETHE EDAFFORD THEBY POLtCtESELOWcTHISFICAERTIOFTEDOESINSURANCENOTCONSTITUTECONTRAGTATHEBETWEENNGlssutINSUREAUTHORIZEDR(S),OR PRODUCE TAND HER,c TEERTIFICA ER.HOLD
PRODUCER
Propel Insurance
Tacoma Commercial lnsurance
1201 Pacüic Ave, Suite 1000
Tacoma, WA 98402
866 577-1326
rnsurance.com
AFFORDING COVERAGE NAIC #
TNSURER A: Zurich American lnsurance 16535
tf antsfhe the mpolicy(ies)ADDITIONAL orrons beprovis
SUtf ROGATIONB to theWAIVED,terms conditionsand theofsubject certain rcrespolcY'pol endorsemenf.an Arequiremay statement oncertificatethis'ndoes conferot to certificatethe tnholder oflieu chsu en
Debbie Winston
800 499-0933
debbie.wi
tNsuRER B. Nav¡gators lnsurance Company 42307
tNsuRER c . AIG Specíalty lnsurance Gompany 26883
INSURER D
INSURER E
Tucci & Sons lnc
4224 Waller Road
Tacoma, WA 98443
INSURED
INSURER F:
NOTWITHSTANDING
ISTHIS CERTIFYTO THAT TH POLTCTESE OF N SURANCE BELOWLISTED BEENHAVE SSUED THETO NSURED ABOVENAMED THEFOR POLICY PERI ODTED,INDICA ANY REQU IREMENT ORTERM oCONDITION ANYF ORCONTRACT DOCUOTHER WITHMENT TORESPECT THISWHICHTECERTIFICAMAYSSUEDMAORPERTNAITHEINSURANCEBYAFFORDEDTHEPOLICIESHEREINDESCRIBEDSUBJECTISALLTOETHTERMS,ANDEXCLUSIONS OFCONDITIONS POLtCTSUCH ES.SHOWNLIMITS HAVEMAY REDUCEDBEEN PAIBY CLAID MS.
TYPE OF INSURANCE NUMBER LIMITS
EACH OCCURRENCE $1
MED EXP one 1
PERSONAL & ADV INJURY 1
GENERAL AGGREGATE
PRODUCTS - COMP/OP AGG
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GEN'L AGGREGATE LIMIT APPLIES PER:
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A AUTOMOBILE LIABILITY
ANYAUTO
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AUTOS ONLY
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AUTOS ONLY
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AUTOS
NON-OWNED
AUTOS ONLY
x x 84P399266816 1t01t2020 01
$
x EACH OCCURRENCEx
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GL0399266916
WA Stop Gap
t01t2020 01t01
E.L. DISEA.SE - POLICY LIMIT 1cPollutioncPo16715171101t202001t01t2021$2,000,000 Aggregate
$2,000,000 Occurrence
Ded
Additional lnsured Status applies per attached form(s).
Waiver of Subrogat¡on applies per attached form(s).
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES
RE: #20-3001 .1 12020 Asphalt Overlays.
(ACORD l0l, Add¡t¡onal Rema¡ks Schodule, may be attached ¡f more spacê ¡s rsquirêd)
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
City of Kent
400 West Gowe
Kent, WA 98032
ACORD 25
#s4l
(2016/03) 1
25433/M395971
of
@ 1988-2015 ACORD GORPORAT|ON. Ail rights reserved.
I The ACORD name and logo are registered marks of ACORD
KTROO6
This page has been left blank intentionally
Additional Insured - Automatic - Owners, Lessees Or
Contractors
Ø
ZURICH
Policy No.Eff. Date of Pol.Exp. Date of Pol Eff. Date of End Producer No.Add'1. Prem Return Prem.
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
Named lnsured:
Address (including ZIP Gode)
This endorsement modifies insurance provided under the:
Commercial General Liability Goverage Part
A. Section ll - Who ls An Insured 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.
B. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies:
This insurance does not apply 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 or engineering 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", or the offense which caused the "personal and advertising injury", involved the
rendering of or the failure to render any professional architectural, engineering or surveying services.
u-GL-1 175-F CW (04/13)
Page 1 of 2
lncludes copyrighted material of lnsurance Services Office, lnc., with its permission
C. The following is added to Paragraph 2. Duties ln The Event Of Occurrence, Offense, Claim Or Suit of Section lV -Commercial General Liability Gonditions:
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 capacity. 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 - Commercial General Liability
Conditions:
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 - Commercial
General Liability Gonditions:
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 identified additional insured.
F. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to
Section lll - Limits Of Insurance:
The most we will pay on behalf of the additional insured is the amount of insurance:
l. 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/r3)
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lncludes copyrighted material of lnsurance Services Office, lnc., with its permission.
Ø
Waiver Of Subrogation (Blanket) Endorsement ZURICH
THIS ENDORSEMENT CHANGES TTIE POLICY. PLEASE READ IT CAREFULLY.
This endorsement modifres 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:
Ifyou are required by a written contract or agreement, which is executed before a loss, to waive your rights ofrecovery from oth-
ers, 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 inswed has no contractual interest.
U-GL-925-B CW (12101)
Page 1 of I
Policy No.Eff. Date of Pol.Exp. Date of Pol.Eff. Date of End.Producer Add'I. Prem Return Prem.
G103992669 16 01l0'U2020 011o112021 Propel lnsurance $$
This page has been left blank intentionally.
Coverage Extension Endorsement
Ø
ZURICH
Policy No.Eff. Date of Pol Exp. Date of Pol Eff. Date of End Producer No.Add'|. Prem Return Prem.
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
This endorsement modifies insurance provided under the:
Business Auto Coverage Form
Motor Carrier Goverage Form
A. Amended Who ls An lnsured
1. The following is added to the Who ls An Insured 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.l .a. and A.l.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.
2. The following is added to the Other lnsurance Condition in the Business Auto Coverage Form and the Other
lnsurance - Primary and Excess Insurance 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 coverage 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
Goverage 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 9500 a
day because of time off from work.
u-cA-424-F CW (04-14)
Page 1 of6
lncludes copyrighted mater¡al of lnsurance Services Office, lnc., with its permission.
C. Fellow Employee Coverage
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 Racing Exclusion in Section ll- Govered 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:
Ïhis 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 Coverage 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:
(l) 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 4.2. of the Physical Damage Goverage Sectíon 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 4.3.a. of the PhysicalDamage Goverage Section:
lf glass must be replaced, the deductible shown in the Declarations will apply. However, if glass 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 Extension for Loss Of Use Expenses in the Physical Damage Goverage 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:
u-cA-424-F CW (04-14)
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lncludes copyrighted material of lnsurance Services Office, lnc., with its permission
(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 93000.
l. Personal Effects Goverage
The following is added to the Coverage Provision of the Physical Damage Coverage Section:
Personal Effects Goverage
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:
(f ) 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:
(l) 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 garments; 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. Tapesn Records and Discs Coverage
1. The Exclusion in Paragraph 8.4.a. of Section lll - Physical Damage Coverage 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 l.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 Goverage Deductible Provision does not apply to such "loss".
u-cA-424-F CW (04-14)
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Includes copyrighted material of lnsurance Services Office, lnc., with its permission.
K. Airbag Coverage
The Exclusion in Paragraph 8.3.a. of Section lll - Physical Damage Goverage in the Business Auto Coverage Formand the Exclusion in Paragraph 8.4.a. of Section lV - Physical Damage Cóverage in the Motor Carrier Cóverage
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 wíll 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 Deciarations,
whichever is greater.
N. Temporary Substitute Autos - physical Damage
1. The following is added to Section l- Covered 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. Goverage 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 oromissions on your part. lf we make any payment to the owner, we will obtain the owner's rights against any otherparty.
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, Glaim, Suit Or Loss
Paragraph a' of the Duties ln The Event Of Accident, Claim, 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 noticeof 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 limitedliability company) or an executive officer or insurance manager (if you are a corporation). The failure of any
u-cA-424-F CW (04-14)
Page 4 of 6lncludes copyrighted material of lnsurance services office, lnc., with its permission.
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:
(f ) 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 have 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.
Q. 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 - Primary and Excess lnsurance 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:
(f ) 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, Coverage 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 Injury 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.
u-cA-424-F CW (04-14)
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lncludes copyrighted material of lnsurance Services Office, lnc., w¡th its permission.
U. Expected Or lntended Injury
The Expected Or lntended Injury Exclusion in Paragraph B. Exclusions under Section ll- Covered Auto Liability
Goverage is replaced by the following:
Expected Or lntended Injury
"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 remporary Transportation Expense Goverage
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 íncurred 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 Atternative Fuel Source Auto
The following is added to Paragraph A. Coverage 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 additional10o/o of 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 Goverage 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.
u-cA-424-F CW (04-14)
Page 6 of 6
lncludes copyrighted material of lnsurance Services Office, lnc., with its permission
2020 Asphalt Overlays/Almaroof April 23, 2020
Project Number: 20-3001.1
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 .......................................................... 1-6
1-05 Control of Work .............................................................. 1-7
1-06 Control of Material .......................................................... 1-11
1-07 Legal Relations and Responsibilities to the Public ................. 1-13
1-08 Prosecution and Progress ................................................. 1-20
1-09 Measurement and Payment .......................................... 1-23 24
1-10 Temporary Traffic Control ................................................ 1-25
DIVISION 2 EARTHWORK .......................................................... 2-1
2-02 Removal of Structures and Obstructions ............................. 2-1
2-03 Roadway Excavation and Embankment .............................. 2-3
2-06 Subgrade Preparation ...................................................... 2-4
2-07 Watering ....................................................................... 2-4
DIVISION 4 BASES .................................................................... 4-1
4-03 Gravel Borrow ................................................................ 4-1
4-04 Ballast and Crushed Surfacing .......................................... 4-1
DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1
5-02 Bituminous Surface Treatment .......................................... 5-1
5-04 Hot Mix Asphalt .............................................................. 5-1
DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY
SEWERS, WATER MAINS AND CONDUITS ............... 7-1
7-05 Manholes, Inlets, Catch Basins, and Drywells ...................... 7-1
7-12 Valves for Water Mains .................................................... 7-4
DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1
8-01 Erosion Control and Water Pollution Control ........................ 8-1
8-02 Roadside Restoration ....................................................... 8-4
8-03 Irrigation Systems .......................................................... 8-9
8-04 Curbs, Gutters, and Spillways ........................................... 8-10
8-09 Raised Pavement Markers ................................................ 8-10
8-13 Monument Cases ............................................................ 8-12
8-14 Cement Concrete Sidewalks ............................................. 8-13
8-18 Mailbox Support ............................................................. 8-17
8-20 Illumination, Traffic Signal Systems, Intelligent Transportation
Systems, and Electrical .................................................... 8-18
8-21 Permanent Signing .......................................................... 8-22
8-22 Pavement Marking .......................................................... 8-24
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Project Number: 20-3001.1
KENT SPECIAL PROVISIONS
TABLE OF CONTENTS
PAGE
DIVISION 8 MISCELLANEOUS CO8NSTRUCTION
8-23 Temporary Pavement Markings ......................................... 8-29
DIVISION 9 MATERIALS ............................................................ 9-1
9-03 Aggregates .................................................................... 9-1
9-14 Erosion Control and Roadside Planting ............................... 9-1
9-28 Signing Materials and Fabrication ...................................... 9-5
9-29 Illumination, Signal, Electrical ........................................... 9-5
9-30 Water Distribution Materials ............................................. 9-6
KENT STANDARD PLANS ................................................................. A-1
WSDOT STANDARD PLANS .............................................................. A-2
TRAFFIC CONTROL PLANS .............................................................. A-3
PREVAILING WAGE RATES .............................................................. A-4
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Project Number: 20-3001.1
KENT SPECIAL PROVISIONS
The Kent Special Provisions (“Kent Special Provisions” or “KSP”) modify and supersede
any conflicting provisions of the 2020 Standard Specifications for Road, Bridge, and
Municipal Construction, as prepared by the Washington State Department of
Transportation and the Washington State Chapter of the American Public Works
Association, including all published amendments issued by those organizations
(“WSDOT Standard Specifications”). Otherwise all provisions of the WSDOT Standard
Specifications shall apply. All references in the WSDOT Standard Specifications to the
State of Washington, its various departments or directors, or to the contracting
agency, shall be revised to include the City and/or City Engineer, except for references
to State statutes or regulations. Finally, all of these documents are a part of this
contract.
DIVISION 1 – GENERAL REQUIREMENTS
1-01 DEFINITIONS AND TERMS
SECTION 1-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-01.1 General
When these Kent Special Provisions make reference to a “Section,” for
example, “in accordance with Section 1-01,” the reference is to the
WSDOT Standard Specifications as modified by these Kent Special
Provisions.
SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-01.2(2) Items of Work and Units of Measurement
EA Each
Eq. Adj. Equitable Adjustment
FA Force Account
HR Hour
M GAL Thousand gallons
NIC Not In Contract
SF Square Feet
SECTION 1-01.3, “CONTRACT” DEFINITION, IS DELETED AND REPLACED
WITH THE FOLLOWING:
1-01.3 Definitions
Contract
The written agreement between the Contracting Agency and the
Contractor. It describes, among other things:
1. What work will be done, and by when;
2. Who provides labor and materials; and
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Project Number: 20-3001.1
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
contract to the next lowest bidder that the City, in its sole judgment,
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Project Number: 20-3001.1
determines is also responsible and able to perform the contract work
(the “lowest responsive and responsible bidder”).
SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.2 Plans and Specifications
Upon awarding the Contract, the City shall supply to the Contractor, for
its own use, up to ten (10) copies of the plans and specifications. If
the Contractor requests more than ten (10) copies, the City may
require the Contractor to purchase the additional sets.
SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.5 Proposal Forms
Prospective bidders may obtain Bid Documents including a “Bid
Proposal” for the advertised project by downloading at no charge at
KentWA.gov/doing-business/bids-procurement; however, a prospective
bidder remains responsible to obtain Bid Documents, even if unable to
download all or any part of the documents, whether or not inability to
access is caused by the bidder’s or the City’s technology.
SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-02.6 Preparation of Proposal
It is the Bidder’s sole responsibility to obtain and incorporate all issued
addenda into the bid. In the space provided on the Proposal Signature
Page, the Bidder shall confirm that all Addenda have been received. All
blanks in the proposal forms must be appropriately filled in.
SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE
LAST PARAGRAPH:
Proposals must contain original signature pages. FACSIMILES OR
OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE
AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS.
SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.7 Bid Deposit
A deposit of at least 5 percent of the total Bid shall accompany each
Bid. This deposit may be cash, cashier’s check, or a proposal bond
(Surety bond). Any proposal bond shall be on the City’s bond form and
shall be signed by the Bidder and the Surety. A proposal bond shall not
be conditioned in any way to modify the minimum 5-percent required.
The Surety shall: (1) be registered with the Washington State
Insurance Commissioner, and (2) appear on the current Authorized
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Project Number: 20-3001.1
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 1-02.12 IS SUPPLEMENTED BY ADDING THE FOLLOWING AFTER THE
LAST PARAGRAPH:
1-02.12 Public Opening of Proposals
Due to the Coronavirus there will be several changes to the normal bid
opening process. The contractor must call the City Clerk at (253) 856-
5725 to arrange to drop off bids. The City Clerk will read the bids aloud
from the Clerk’s Office at the time shown in the Invitation to Bid.
Individuals can stand in the lobby outside the Clerk’s Office during the
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Project Number: 20-3001.1
bid opening to hear the bid results. Attendees will be required to
maintain six feet or more of separation.
SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM
1(a) WITH THE FOLLOWING:
1-02.13 Irregular Proposals
a. The bidder is not prequalified when so required.
SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH
THE FOLLOWING:
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.
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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
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
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Project Number: 20-3001.1
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.
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
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Project Number: 20-3001.1
removed and replaced, or have the work the Contractor refuses to
perform completed by using City or other forces.
Direct and indirect costs incurred by the City attributable to correcting
and remedying defective or unauthorized work, or work the Contractor
failed or refused to perform, shall be paid by the Contractor. Payment
may be deducted by the Engineer from monies due, or to become due,
the Contractor. Direct and indirect costs shall include, without
limitation, compensation for additional professional services required,
compensation and engineering and inspection services required, and
costs for repair and replacement of work of others destroyed or
damaged by correction, removal, or replacement of the Contractor’s
unauthorized work.
No increase in contract time or compensation will be allowed because of
the delay in the performance of the work attributable to the exercise of
the City’s rights provided by this section nor shall the exercise of this
right diminish the City’s right to pursue any other remedy available
under law with respect to the Contractor’s failure to perform the work
as required.
DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION:
1-05.8 Contractor Survey
The contractor is responsible for all the construction stakes and marks
established lines, slope and grades and any other survey work needed
for any of the work items in this project.
The Contractor shall be responsible for referencing and documenting all
existing pavement markings and speed bumps. The Contractor's
referencing plans shall indicate reference points and offsets taken at
consistent intervals sufficient to restore all pavement markings and
speed bumps to original configuration within two inches. The Contractor
shall demonstrate to the Engineer that referencing has been
accomplished prior to performing any work which will remove or cover
the existing markings or speed bumps.
The Contractor shall also be responsible for laying out all temporary
and permanent pavement markings to the pre-existing locations.
Pavement markings shall be replaced using the materials called for in
these Specifications.
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
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Project Number: 20-3001.1
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.
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:
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Project Number: 20-3001.1
1-05.13 Superintendents, Labor, and Equipment of Contractor
Within ten (10) days of contract award, the Contractor shall designate
the Contractor's project manager and superintendent for the contract
work.
SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2020 WSDOT
STANDARD SPECIFICATIONS):
If at any time during the contract work, the Contractor elects to replace
the contract manager or superintendent, the Contractor shall only do so
after obtaining the Engineer's prior written approval.
THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE
FOLLOWING:
Whenever the City evaluates the Contractor’s qualifications or
prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City
may take these or other Contractor performance reports into account.
SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-05.14 Cooperation With Other Contractors
The Contractor shall complete all the curb ramps listed in schedule II in
the bid proposal to prevent any conflict with the other City’s contractors
working in these locations. See section 1-07.23(1) in this special
provision for the completion dates for each location.
Soos Creek Water and Sewer District will be responsible for raising their
facilities (sewer and water) to finished grade in Chestnut Ridge. The
contractor shall coordinate with Soos Creek during construction.
PSE (gas) will be responsible for adjusting all gas valves within the
project areas. The contractor shall coordinate with PSE during
construction.
The contractor is responsible for installing video detection camera and
new traffic loops in the intersection of Military Road S / S Reith Road.
The City’s crew will overlay Military Road S (north of the intersection),
the contractor shall coordinate this work with the City’s crew and the
City’s signal engineer to install the detection camera and the traffic
loops.
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,
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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.).
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
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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.
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:
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Project Number: 20-3001.1
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.
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.
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Project Number: 20-3001.1
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 SUPPLEMENTED BY ADDING THE FOLLOWING
PARAGRAPH TO THE END OF THIS SECTION:
1-07.4(2) Health Hazards
In response to COVID-19, the Contractor shall prepare a project
specific COVID-19 health and safety plan, COVID-19 Health and
Safety Plan (CHSP). A copy of the CHSP developed by the
Contractor shall be submitted to the Engineer.
SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPH BEFORE THE FIRST PARAGRAPH:
1-07.6 Permits and Licenses
The City has obtained the following permits: 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:
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Project Number: 20-3001.1
1-07.9(3) Apprentices
All contracts with an estimated construction cost greater than
$1,000,000 (one million dollars) shall require that no less than 15
percent of the labor hours performed by workers subject to prevailing
wages employed by the contractor or its subcontractors be performed
by apprentices enrolled in a state-approved apprenticeship program.
Definitions
For the purposes of this specification, the following definitions apply:
1. Apprentice Utilization Requirement is expressed as a percentage of
the project Labor Hours performed by Apprentices.
2. Labor Hours are the total hours performed by all workers receiving
an hourly wage who are directly employed on the project site
including hours performed by workers employed by the prime
Contractor and all Subcontractors. Labor Hours do not include hours
performed by foremen, superintendents, owners, and workers who
are not subject to prevailing wage requirements.
3. Apprentice is a person enrolled in a State-approved Apprenticeship
Training Program.
4. State-approved Apprenticeship Training Program is an
apprenticeship training program approved by the Washington State
Apprenticeship Council.
5. Good Faith Effort is a demonstration that the Contractor has strived
to meet the Apprenticeship Utilization Requirement including but not
necessarily limited to the specific steps as described elsewhere in
this specification.
Plan
The Contractor shall submit an “Apprentice Utilization Plan” within 30
calendar days of Notice of Award, demonstrating how they intend to
achieve the Apprentice Utilization Requirement. The plan shall be
updated and resubmitted as appropriate as the Work progresses. The
intent is to provide the City with enough information to track progress
in meeting the utilization requirements.
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.
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Contacts
The Contractor may obtain information on State-approved
Apprenticeship Training Programs by contacting the Department of
Labor and Industries at: Specialty Compliance Services Division,
Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530 or
by phone at (360) 902-5320.
Compliance
In the event that the Contractor is unable to accomplish the Apprentice
Utilization Requirement, the Contractor shall demonstrate that a Good
Faith Effort has been made as described within this specification. Failure
to comply with the requirements as specified is subject to penalties for
noncompliance as set forth in KCC 6.01.030(E).
Good Faith Efforts
In fulfilling the Good Faith Effort, the Contractor shall perform and,
when appropriate, require its Subcontractors to perform the following
steps:
1. Solicit Apprentice(s) from State-approved Apprenticeship Training
Program(s).
2. Document the solicitation and, in the event Apprentice(s) are not
available, obtain supporting documentation from the solicited
program(s).
3. Demonstrate that the plan was updated as required within this
specification.
4. Provide documentation demonstrating what efforts the Contractor
has taken to require Subcontractors to solicit and employ
Apprentice(s).
In the event that the preceding steps have been followed, the
Contractor may also supplement the Good Faith Efforts documentation
with the following documentation:
5. Submit documentation demonstrating successful Apprentice
utilization on previous contracts.
6. Submit documentation indicating company-wide Apprentice
utilization efforts and percentages of attainment.
Payment
Compensation for all costs involved with complying with the conditions
of this specification is included in payment for the associated Contract
items of work.
1-07.13 Contractor’s Responsibility for Work
SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF
THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4)
Repair of Damage
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SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING TO THE
BEGINNING OF THAT SECTION:
1-07.14 Responsibility for Damage
To the extent a conflict exists between the terms of this Section 1-
07.14 and Section 5 of the Contract, the terms of the Contract will
control. Any reference to the State, Governor, Commission, Secretary,
or all officers and employees of the State also will include the City, its
officers and employees.
SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH
AFTER THE LAST PARAGRAPH:
1-07.15 Temporary Water Pollution Prevention
1-07.15(1) Spill Prevention, Control, and Countermeasures Plan
When the proposal form includes multiple bid schedules and the “SPCC
Plan” bid item is present in only one bid schedule, the lump sum
payment item for the “SPCC Plan” in that one schedule will apply to all
bid schedules for all costs associated with creating and updating the
accepted SPCC Plan, and all costs associated with the setup of
prevention measures and for implementing the current SPCC Plan as
required by this Specifications.
SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO
THE END OF THE SECOND PARAGRAPH:
1-07.17 Utilities and Similar Facilities
If a utility is known to have or suspected of having underground
facilities within the area of the proposed excavation and that utility is
not a subscriber to the utilities underground location center, the
Contractor shall give individual notice to that utility within the same
time frame prescribed in RCW 19.122.030 for subscriber utilities.
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.
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1-07.17(4) Payment
All costs to comply with subsection 1-07.17(3) and for the protection
and repair of all identified or suspected underground utilities specified
in RCW 19.122 are incidental to the contract and are the responsibility
of the Contractor/excavator. The Contractor shall include all related
costs in the unit bid prices of the contract. No additional time or
monetary compensation shall be made for delays caused by utility re-
marking or repair of damaged utilities due to the Contractor’s failure to
maintain marks or to locate utilities in accordance with this section.
1-07.17(5) Notification of Excavation
Within ten business days but not less than two business days prior to
the commencement of excavation, the Contractor shall provide written
notice (or other form of notice acceptable to the Engineer) to all owners
of underground facilities, whether public or private, that excavation will
occur, and when excavation will occur.
1-07.17(6) Site Inspection
Contractor warrants and represents that it has personally, or through
its employees, agents and/or subcontractors, examined all property
affected by this project and that it is knowledgeable of specific locations
for water, gas, telephone, electric power and combined sewerage
utilities within those areas.
The following list of contacts is provided only as a convenience
to the Contractor. It may not be accurate and may not
constitute a complete list of all affected utilities.
CenturyLink
Gabrielle Skorupa
206-305-4395
Comcast
Aaron Cantrel
206-510-4222 (cell)
Aaron_Cantrel@comcast.com
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)
Soos Creek Water and Sewer
District
Nate Miller
(425)-531-4116
253-797-1049
nmiller@sooscreek.com
SECTION 1-07.18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH
BEFORE THE FIRST PARAGRAPH:
1-07.18 Public Liability and Property Damage Insurance
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Project Number: 20-3001.1
To the extent a conflict exists between the terms of this Section 1-
07.18 and the insurance requirements in Section 7 of the Contract, the
terms of the Contract will control. Any reference to the State,
Governor, Commission, Secretary, or all officers and employees of the
State also will include the City, its officers and employees.
1-07.23 Public Convenience and Safety
1-07.23(1) Construction Under Traffic
SECTION 1-07.23(1) IS SUPPLEMENTED WITH THE FOLLOWING:
1. There shall be no delay to medical, fire, police, or other emergency
vehicles with flashing lights or sirens. The Contractor shall alert all
flaggers and personnel of this requirement.
2. The Contractor shall notify the Engineer, in writing, a minimum of
14 working days prior to beginning a lane closure that requires a
detour or involves a major traffic switch to a temporary or new
alignment.
3. The Contractor shall furnish and install information signs that
provide advance notification of any lane closures a minimum of
seven (7) calendar days prior to the closure. PCMS may be used
for this notice. Sign locations, and messages, shall be as provided
to the Engineer for approval.
4. The curb ramps that are included in schedule II in the bid proposal
and listed below shall be completed within the specified timeframe
for each location:
Location Number
of Ramps
Completion Date within:
S 252nd ST 4 30 days of Notice to Proceed
SE 240th ST 2 30 days of Notice to Proceed
116th Ave SE 5 30 days of Notice to Proceed
140th Ave SE 6 60 days of Notice to Proceed
SE 248th ST 4 60 days of Notice to Proceed
144th Ave SE 8 60 days of Notice to Proceed
132nd Ave SE 3 60 days of Notice to Proceed
SE 208th ST 2 75 days of Notice to Proceed
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
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Project Number: 20-3001.1
construction. Locations where these rights have not been obtained will
be brought to the Contractor's attention prior to start of construction.
The Contractor shall not proceed with any portion of the work in areas
where right of way, easements or rights of entry have not been
acquired until the Engineer certifies to the Contractor that the right of
way or easement is available or that the right of entry has been
received.
SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.26 Personal Liability of Public Officers
Neither the City, the Engineer, nor any other official, officer or
employee of the City shall be personally liable for any acts or failure to
act in connection with the contract, it being understood that, in these
matters, they are acting solely as agents of the City.
1-08 PROSECUTION AND PROGRESS
SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
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:
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Project Number: 20-3001.1
1. A price breakdown of all lump sum items.
2. A preliminary construction schedule.
3. A list of material sources for approval, if applicable.
4. Schedule of submittals. (See 1-06.6(2))
5. Temporary Erosion/Sedimentation Control Plan (TESCP) for
approval.
6. Traffic Control Plan (TCP) for approval.
7. Request to sublet, for approval by the Engineer, of all
subcontractors.
SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-08.4 Notice to Proceed, Prosecution and Hours of Work
Notice to Proceed will be given after the contract has been executed
and the contract bond and evidence of required insurance have been
approved by and filed with the City. Unless otherwise approved in
writing by the Engineer, the Contractor shall not commence the work
until the Notice to Proceed has been given by the Engineer. The
Contractor shall commence construction activities on the Project Site
within ten working days of the Notice to Proceed Date. The Work
thereafter shall be prosecuted diligently, vigorously, and without
unauthorized interruption until physical completion of the work.
Voluntary shutdown or slowing of operations by the Contractor shall not
relieve the Contractor of the responsibility to complete the work within
the time(s) specified in the Contract.
Except in the case of emergency or unless otherwise approved by the
Engineer, the normal straight time working hours for the Contractor
shall be any consecutive 8 hour period between 7:00 a.m. and 6:00
p.m. Monday through Friday, unless otherwise specified in the Kent
Special Provisions, with a 5-day work week, plus allowing a maximum
one-hour lunch break in each working day. The normal straight time
8-hour working period for the contract shall be established at the
preconstruction conference or prior to the Contractor commencing
work.
If a Contractor desires to perform work on holidays, Saturdays,
Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the
Contractor shall apply in writing to the Engineer for permission to work
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
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Project Number: 20-3001.1
property owners regarding noise from the Contractor’s operations. The
Contractor shall have no claim for damages or delays should this
permission be revoked for these reasons.
The Engineer may grant permission to work Saturdays, Sundays,
holidays or other than the agreed upon normal straight time working
hours, but may be subject to other conditions established by the City or
Engineer. These conditions may include, but are not limited to the
following: hours worked by City employees; impacts to the construction
schedule; or accommodations to adjoining properties affected by the
contract work.
1-08.4(A) Reimbursement for Overtime Work of City Employees
Following is a non-exclusive list of work that may require Contractor
reimbursement for overtime of City employees. The City will bill the
Contractor at the OVERTIME RATE in order for locate crews to
complete other work. If the locate request is for nights, weekend,
holidays or at other times when locate crews are not normally working,
all locate work and expenses, including travel, minimum call out times,
and/or Holiday premiums will be borne by the Contractor.
1. Locate work required to re-establish marks for City-owned
underground facilities that were not maintained or recorded by the
Contractor in accordance with RCW 19.122.030.
2. Work required by City 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
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Project Number: 20-3001.1
remain responsible for adjusting forces, equipment, and work schedules
to ensure completion of the work within the times specified in the
contract.
SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-08.5 Time for Completion
Contract time shall begin on the day of the Notice to Proceed. The
Contract Provisions may specify another starting date for Contract time,
in which case, time will begin on the starting date specified.
SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH
PARAGRAPHS AND REPLACING WITH THE FOLLOWING:
1-08.6 Suspension of Work
If the performance of all or any part of the Work is suspended for an
unreasonable period of time by an act of the Contracting Agency in the
administration of the Contract, or by failure to act within the time
specified in the Contract (or if no time is specified, within a reasonable
time), the Engineer will make an adjustment for any increase in the
cost or time for the performance of the Contract (excluding profit)
necessarily caused by the suspension. However, no adjustment will be
made for any suspension if (1) the performance would have been
suspended by any other cause, including the fault or negligence of the
Contractor, or (2) an equitable adjustment is provided for or excluded
under any other provision of the Contract.
If the Contactor believes that the performance of the Work is
suspended for an unreasonable period of time and such suspension is
the responsibility of the Contracting Agency, the Contractor shall
immediately submit a written notice of protest to the Engineer as
provided in Section 1-04.5. No adjustment shall be allowed for any
costs incurred more than 10 calendar days before the date the Engineer
receives the Contractor’s written notice to protest. In any event, no
protest will be allowed later than the date of the Contractor’s signature
on the Final Pay Estimate. The Contractor shall keep full and complete
records of the costs and additional time of such suspension, and shall
permit the Engineer to have access to those records and any other
records as may be deemed necessary by the Engineer to assist in
evaluating the protest.
The Engineer will determine if an equitable adjustment in cost or time is
due as provided in this Section. The equitable adjustment for increase
in costs, if due, shall be subject to the limitations provided in Section 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.
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1-09 MEASUREMENT AND PAYMENT
SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-09.9(2) City’s Right to Withhold Certain Amounts
In addition to the amount that the City may otherwise retain under the
Contract, the City may withhold a sufficient amount of any payments
otherwise due to the Contractor, including nullifying the whole or part
of any previous payment, because of subsequently discovered evidence
or subsequent inspections that, in the City's judgment, may be
necessary to cover the following:
1. The cost of defective work not remedied.
2. Fees incurred for material inspection, and overtime engineering
and inspection for which the Contractor is obligated under this
Contract.
3. Fees and charges of public authorities or municipalities.
4. Liquidated damages.
5. Engineering and inspection fees beyond Completion Date.
6. Cost of City personnel to re-establish locate marks for City-owned
facilities that were not maintained by the Contractor in accordance
with RCW 19.122.030 (3).
7. Additional inspection, testing and lab fees for re-doing failed,
water, other utility tests.
1-09.11 Disputes and Claims
SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-09.11(3) Time Limitations and Jurisdiction
This contract shall be construed and interpreted in accordance with the
laws of the State of Washington. The venue of any claims or causes of
action arising from this contract shall be exclusively in the Superior
Court of King County, located in Kent, Washington.
For convenience of the parties to this contract, it is mutually agreed
that any claims or causes of action which the Contractor has against the
City arising from this contract shall be brought within 180 days from
the date of Final Acceptance of the contract by the City. The parties
understand and agree that the Contractor’s failure to bring suit within
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.
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SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-09.13 Final Decision and Appeal
All disputes arising under this contract shall proceed pursuant to
Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and
any Kent Special Provisions provided for in the contract for claims and
resolution of disputes. The provisions of these sections and the Kent
Special Provisions must be complied with as a condition precedent to
the Contractor’s right to seek an appeal of the City’s decision. The
City’s decision under Section 1-09.11 will be final and conclusive.
Thereafter, the exclusive means of Contractor’s right to appeal shall
only be by filing suit exclusively under the venue, rules and jurisdiction
of the Superior Court of King County, located in Kent, Washington,
unless the parties agree in writing to an alternative dispute resolution
process.
1-10 TEMPORARY TRAFFIC CONTROL
SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
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, temporary ADA compliant ramps,
all traffic control devices shown in the traffic control plans, and other
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Project Number: 20-3001.1
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.
The lump sum bid item price for “Temporary Traffic Control Devices,”
shall include the cost for installing, maintaining, and removing the
temporary pavement markings as shown on the plans or directed by
engineer.
SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-10.5 Payment
Payment will be made in accordance with Section 1-04.1, for the
following bid items when they are included in the Proposal:
The unit contract price for “Traffic Control Labor” per hour shall be full
pay for all costs for the labor provided for performing those
construction operations described in Section 1-10.2(1)B, and Section
1-10.3(1) of the WSDOT Standard Specifications, and as authorized by
the Engineer. The hours eligible for “Traffic Control Labor” shall be
limited to the hours the worker is actually performing the work as
documented by traffic control forms provided by the Contractor’s TCM,
and verified by the City Inspector’s records, and the Contractor’s
Certified Payroll Records submitted to the City Inspector on a weekly
basis.
The unit contract price for “Traffic Control Supervisor” per hour shall be
full pay for each hour a person performs the Traffic Control Supervisor
duties described in Section 1-10.2(1)B of the WSDOT Standard
Specifications. Payment for traffic control labor performed by the
Traffic Control Supervisor will be paid under the item for “Traffic Control
Labor”.
The lump sum contract price for “Temporary Traffic Control Devices”
shall be full pay for providing the work described in Section 1-10.3(3)L
of the Kent Special Provisions. Progress payment for the lump sum
item “Temporary Traffic Control Devices” will be made as follows:
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.
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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.
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DIVISION 2 – EARTHWORK
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-02.1 Description
This work also includes the repair of adjacent improvements that were
not designated for removal, but that were damaged by the Contractor’s
operations.
SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters
In removing pavement, sidewalks, and curbs the Contractor shall:
1. Haul broken-up pieces of concrete and asphalt pavement into the
roadway embankment, or to some off-project site, unless
otherwise directed by the Engineer, or permitted by the Kent
Special Provisions.
2. Material that is to be incorporated into the embankment shall be
broken into pieces not exceeding 18 inches in any dimension, and
no part of any piece shall be within three feet of the top, side or
end surface of the embankment or any structure.
3. Make a vertical saw cut between any existing pavement, driveway,
sidewalk, or curb that is to remain and the portion to be removed.
When asphalt pavements are being widened, the vertical saw cut
shall be made at least 1-foot from the edge of the existing
pavement, and at least 2-feet from the closest edge of any cement
concrete curb that will remain or be replaced, unless otherwise
directed by the Engineer.
4. Replace at no expense to the City any existing pavement
designated to remain that is damaged during the removal of other
pavement, sidewalks, or curbs.
5. When cement concrete sidewalk, cement concrete pavement, or
cement concrete curb is being removed, and the removal would
result in a remaining strip of cement concrete less than 5 feet
long, or where in the opinion of the Engineer the remaining portion
of the sidewalk, pavement or curb would be damaged by the
cutting required for the removal, then the entire sidewalk,
pavement or curb shall be removed to the next expansion joint.
SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
2-02.3(4) Removal of Traffic Islands, and/or Traffic Curbs When Pavement
Surface Integrity is to be Maintained
In removing traffic islands and/or traffic curbs the Contractor shall:
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1. Haul broken-up pieces and complete sections of traffic curbs and
all waste materials to an off-project site, unless otherwise directed
by the Engineer, or permitted by the Kent Special Provisions.
2. Completely remove all block traffic curbs, pre-cast traffic curbs,
connecting dividers, nose pieces and remaining adhesive.
3. Remove all island materials, including asphalt pavement, crushed
rock, and topsoil, between the traffic curbs to the depth of the
compacted subgrade, or to the surface of the underlying pavement
where such pavement exists under the island.
4. Take suitable care so as not to damage the underlying pavement
surface more than necessary, clean all underlying pavement, and
fill any surface voids caused by the removal work.
5. Repair any damage to adjacent traffic curbs that were designated
to remain, but that was caused by the removal of the traffic curbs.
6. Remove and dispose of all waste materials deposited on the
pavement, or within the City’s stormwater management system,
as a result of the removal process selected by the Contractor.
SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-02.5 Payment
Payment will be made in accordance with Section 1-04.1, for the
following bid items when they are included in the Proposal:
The unit contract price per square yard for “Remove Existing Asphalt
Concrete Pavement” constitutes complete compensation for all labor,
materials, tools, supplies and equipment required to remove existing
asphalt from sidewalk and roads for a depth of 6 inches. Included in
this price is the cost of hauling and disposal of the asphalt pavement.
Should the Contractor encounter pavement to be removed which is
thicker than 6 inches it shall be paid according to the following formula:
actual depth in inches
(square yards) x 6 inches = quantity
For example, if the Contractor encounters pavement to be removed
which is 8 inches thick and 100 square yards then the quantity would
be:
8
100 x 6 = 133 S.Y. No other compensation shall be allowed.
The unit contract price per square yard for “Remove Cement Concrete
Sidewalk” constitutes complete compensation for furnishing all labor,
materials, tools, supplies, and equipment necessary to saw cut and
remove, haul, and dispose of the cement concrete sidewalk as shown
on the plans and described in the specifications.
The unit contract price per lineal foot for “Remove Cement Concrete
Curb and Gutter” constitutes complete compensation for furnishing all
labor, materials, tools, supplies, and equipment necessary to saw cut
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and remove, haul, and dispose of the cement concrete curb and gutter
as shown on the plans and described in the specifications.
The unit contract price per lineal foot for “Remove Cement Concrete
Extruded Curb” constitutes complete compensation for furnishing all
labor, materials, tools, supplies, and equipment necessary to saw cut
and remove, haul, and dispose of the cement concrete extruded curb as
shown on the plans and described in the specifications.
The unit price contract price per lineal foot “Saw Cut Existing Asphalt
Concrete Pavement” constitutes complete compensation for all
materials, labor and equipment required to saw cut existing pavement
to a depth of 6 inches in accordance with the plans and specifications.
Should the Contractor encounter pavement to be removed which is
thicker than 6 inches, it shall be paid according to the following
formula:
actual depth in inches
(length) x 6 inches = quantity
For example, if the Contractor encounters pavement to be saw cut
which is 8 inches thick and 100 linear feet then the quantity would be:
8
length x 6 = 133 LF. No other compensation shall be allowed.
A vertical saw cut shall be required between any existing pavement,
sidewalk, or curb that is to remain and the portion to be removed. The
costs of other types of pavement cutting, such as “wheel cutting”, shall
be considered incidental to other bid items and no payment will be
allowed under this item unless the pavement is actually saw cut.
2-03 ROADWAY EXCAVATION AND EMBANKMENT
SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-03.3(7)C Contractor-Provided Disposal Site
The City has not provided a waste site. The Contractor shall arrange
for disposal and provide any necessary disposal sites in accordance with
Section 2-03.3(7)C of the WSDOT Standard Specifications.
The Contractor is responsible for determining which permits are
required for the selected disposal sites.
Within the City, wetlands are identified by using the Corps of Engineers
Wetlands Delineation Manual dated January 1987.
SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-03.3(14)D Compaction and Moisture Control Tests
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Maximum density will be determined by the Modified Proctor Method
ASTM D-1557.
All compaction tests if required will be performed by the City.
2-06 SUBGRADE PREPARATION
SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE
FOLLOWING:
2-06.3(1) Subgrade for Surfacing
6. The prepared subgrade shall be compacted in the top 0.50 foot to
95 percent of maximum dry density per ASTM D-1557 for a cut
section. If the underlying subgrade is too soft to permit
compaction of the upper 0.5 foot layer, the Contractor shall loosen
(or excavate and remove), and compact the subgrade until the top
layer can meet compaction requirements. Fill sections shall be
prepared in accordance with the Standard Specification Section
2-03.3(14)C, Method B except ASTM D-1557 shall determine the
maximum density.
SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-06.5 Measurement and Payment
The cost for work required for compaction of the subgrade shall be
included by the Contractor in the unit contract price of other bid items.
2-07 WATERING
SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
2-07.4 Measurement
Within the City of Kent water service area:
The Contractor shall obtain a hydrant meter and permit from the City
Maintenance Shop located at 5821 South 240th Street 253-856-5600 to
measure the quantities of water used. Hydrant wrenches are also
available at the City Maintenance Shops at the Contractors option. No
additional deposit is required for the hydrant wrench. The City shall
provide all water that comes from the City water system.
Prior to issuance of the hydrant meter (and wrench if applicable) and
permit, the Contractor shall make a hydrant meter deposit to the City
Customer Service Division located on the first floor of the Centennial
Center at 400 West Gowe Street 253-856-5200. The said deposit is
refundable provided the Contractor returns the hydrant meter (and
wrench if applicable) to the City Maintenance Shops undamaged.
The Contractor shall provide his own gate valve on the hose side
of the hydrant meter with which to control water flow.
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The hydrant meter permit duration is two (2) months. At the end of
the permit duration, the Contractor shall deliver the hydrant meter (and
wrench if applicable) to the City Maintenance Shops for reading. If the
Contractor requires another hydrant meter and permit at the time a
meter is returned to the City Maintenance Shops, he shall request a
meter and one shall be provided. An additional meter deposit will not
be required. The Contractors initial hydrant meter deposit shall be
transferred to the new meter issued.
Outside the City of Kent water service area:
Portions of this project are outside of the city of Kent water service
area. Should the contractor wish to utilize fire hydrants in these
sections of the project, then the contractor shall coordinate with the
appropriate water purveyor for water. The contractor is not entitled to
any compensation from the City of Kent for water that is obtained from
a non-City of Kent source.
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DIVISION 4 – BASES
DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION:
4-03 GRAVEL BORROW
4-03.1 Description
This work shall consist of constructing one or more layers of gravel
borrow upon a prepared subgrade in accordance with these
specifications and in conformity with the lines, grades, depths, and
typical cross-section shown in the plans or as established by the
Engineer.
4-03.2 Materials
Materials shall meet the minimum requirements of the following section
in the Kent Special Provisions:
Gravel Borrow .......................... 9-03.14(1)
4-03.3 Construction Requirements
Gravel borrow shall be uniformly spread upon the prepared subgrade to
the depth, width, and cross-sections shown in the plans. Construction
methods used shall meet the appropriate requirements of Section
4-04.3.
4-03.4 Measurement
Gravel borrow will be measured in the same manner prescribed for the
measurement of crushed surfacing materials as set forth in Section
4-04.4.
4-03.5 Payment
Payment will be made in accordance with Section 1-04.1, for the
following bid item when they are included in the Proposal:
The unit contract price per ton for “Gravel Borrow, Including Haul and
Compaction” constitutes complete compensation for furnishing all labor,
materials, tools, supplies, and equipment necessary to haul, place,
finish grade, and compact the gravel borrow as shown on the plans and
described in the specifications. This item shall be used for roadway
subbase, and other excavation backfill and compaction unless otherwise
noted.
4-04 BALLAST AND CRUSHED SURFACING
4-04.3 Construction Requirements
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SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
4-04.3(2) Subgrade
The Contractor is responsible for any delays or costs incurred as a
result of placing ballast or surface materials before approval is received
from the Engineer.
SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING:
4-04.3(5) Shaping and Compaction
Surfacing shall be compacted in depths not to exceed 6 inches except
top course shall not exceed 2 inches unless otherwise directed. Density
shall be at least 95 percent of maximum density per ASTM D-1557
using a nuclear gauge. Compaction of each layer must be approved by
the Engineer before the next succeeding layer of surfacing or pavement
is placed thereon.
SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
4-04.3(7) Miscellaneous Requirements
The Contractor is solely responsible for any delays or additional costs
incurred as a result of placing ballast or succeeding courses of surfacing
materials before approval to proceed is received from the Engineer.
SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
4-04.5 Payment
The unit contract price per ton for “Crushed Surfacing Top Course, 5/8
Inch Minus” constitutes complete compensation for furnishing all labor,
materials, tools, supplies, and equipment necessary to haul, place,
finish grade, and compact the material as shown on the plans and
described in the specifications. These items shall also be used for
sidewalk, roadway or driveway remedial work or patching as requested
by the Engineer.
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DIVISION 5 – SURFACE TREATMENTS AND PAVEMENTS
NOTES: If the contract also includes underground utility construction, permanent
surface treatments and pavements shall not be placed until an as-built survey and
testing of the new underground utilities have been completed.
Verification that utility construction conforms to the line and grade requirements of
Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the
Engineer prior to authorizing paving to begin. Also, each new utility must pass all
appropriate tests specified herein for the type of utility prior to paving.
5-02 BITUMINOUS SURFACE TREATMENT
SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-02.5 Payment
Anti-stripping additive shall be included in the price of asphalt (grade)
per ton. The quantity of asphalt material shall not be reduced by the
quantity of anti-stripping additive.
5-04 HOT MIX ASPHALT
SECTION 5-04 IS DELETED IN ITS ENTIRETY AND REPLACED WIH THE
FOLLOWING:
5-04.1 Description
This Work shall consist of providing and placing one or more layers of
plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in
accordance with these Specifications and the lines, grades, thicknesses,
and typical cross-sections shown in the Plans. The manufacture of HMA
may include warm mix asphalt (WMA) processes in accordance with
these Specifications. WMA processes include organic additives, chemical
additives, and foaming.
HMA shall be composed of asphalt binder and mineral materials as may
be required, mixed in the proportions specified to provide a
homogeneous, stable, and workable mixture.
5-04.2 Materials
Materials shall meet the requirements of the following sections:
Asphalt Binder 9-02.1(4)
Cationic Emulsified Asphalt 9-02.1(6)
Anti-Stripping Additive 9-02.4
HMA Additive 9-02.5
Aggregates 9-03.8
Recycled Asphalt Pavement 9-03.8(3)B
Mineral Filler 9-03.8(5)
Recycled Material 9-03.21
Portland Cement 9-01
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Sand 9-03.1(2).
(As noted in 5-04.3(5)C for crack sealing)
Joint Sealant 9-04.2
Foam Backer Rod 9-04.2(3)A
The Contract documents may establish that the various mineral
materials required for the manufacture of HMA will be furnished in
whole or in part by the Contracting Agency. If the documents do not
establish the furnishing of any of these mineral materials by the
Contracting Agency, the Contractor shall be required to furnish such
materials in the amounts required for the designated mix. Mineral
materials include coarse and fine aggregates, and mineral filler.
The Contractor may choose to utilize recycled asphalt pavement (RAP)
in the production of HMA. The RAP may be from pavements removed
under the Contract, if any, or pavement material from an existing
stockpile.
The Contractor may use up to 20 percent RAP by total weight of HMA
with no additional sampling or testing of the RAP. The RAP shall be
sampled and tested at a frequency of one sample for every 1,000 tons
produced and not less than ten samples per project. The asphalt
content and gradation test data shall be reported to the Contracting
Agency when submitting the mix design for approval on the QPL. The
Contractor shall include the RAP as part of the mix design as defined in
these Specifications.
The grade of asphalt binder shall be as required by the Contract.
Blending of asphalt binder from different sources is not permitted.
The Contractor may only use warm mix asphalt (WMA) processes in the
production of HMA with 20 percent or less RAP by total weight of HMA.
The Contractor shall submit to the Engineer for approval the process
that is proposed and how it will be used in the manufacture of HMA.
Production of aggregates shall comply with the requirements of Section
3-01.
Preparation of stockpile site, the stockpiling of aggregates, and the
removal of aggregates from stockpiles shall comply with the
requirements of Section 3-02.
ESAL's
The minimum number of ESAL's for the design and acceptance of the
HMA in the contract shall be 3 million.
5-04.2(1) How to Get an HMA Mix Design on the QPL
If the contractor wishes to submit a mix design for inclusion in the
Qualified Products List (QPL), comply with each of the following:
• Develop the mix design in accordance with WSDOT SOP 732.
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• Develop a mix design that complies with Sections 9-03.8(2) and
9-03.8(6).
• Develop a mix design no more than 6 months prior to submitting
it for QPL evaluation.
• Submit mix designs to the WSDOT State Materials Laboratory in
Tumwater, including WSDOT Form 350-042.
• Include representative samples of the materials that are to be
used in the HMA production as part of the mix design submittal.
• Identify the brand, type, and percentage of anti-stripping
additive in the mix design submittal.
• Include with the mix design submittal a certification from the
asphalt binder supplier that the anti-stripping additive is
compatible with the crude source and the formulation of asphalt
binder proposed for use in the mix design.
• Do not include warm mix asphalt (WMA) additives when
developing a mix design or submitting a mix design for QPL
evaluation. The use of warm mix asphalt (WMA) additives is not
part of the process for obtaining approval for listing a mix design
on the QPL. Refer to Section 5-04.2(2)B.
The Contracting Agency’s basis for approving, testing, and evaluating
HMA mix designs for approval on the QPL is dependent on the
contractual basis for acceptance of the HMA mixture, as shown in Table
1.
Table 1
Basis for Contracting Agency Evaluation of HMA Mix Designs for
Approval on the QPL
Contractual Basis for
Acceptance of HMA
Mixture
[see Section 5-
04.3(9)]
Basis for
Contracting Agency
Approval of Mix
Design for Placement
on QPL
Contracting Agency
Materials Testing for
Evaluation of the Mix
Design
Statistical Evaluation WSDOT Standard
Practice QC-8
The Contracting Agency will
test the mix design
materials for compliance
with Sections 9-03.8(2) and
9-03.8(6).
Visual Evaluation
Review of Form 350-042
for compliance with
Sections 9-03.8(2) and
9-03.8(6)
The Contracting Agency
may elect to test the mix
design materials, or
evaluate in accordance with
WSDOT Standard Practice
QC-8, at its sole discretion.
If the Contracting Agency approves the mix design, it will be listed on
the QPL for 12 consecutive months. The Contracting Agency may
extend the 12 month listing provided the Contractor submits a
certification letter to the Qualified Products Engineer verifying that the
aggregate source and job mix formula (JMF) gradation, and asphalt
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binder crude source and formulation have not changed. The Contractor
may submit the certification no sooner than three months prior to
expiration of the initial 12 month mix design approval. Within 7
calendar days of receipt of the Contractor’s certification, the
Contracting Agency will update the QPL. The maximum duration for
approval of a mix design and listing on the QPL will be 24 months from
the date of initial approval or as approved by the Engineer.
5-04.2(1)A Vacant
5-04.2(2) Mix Design – Obtaining Project Approval
No paving shall begin prior to the approval of the mix design by the
Engineer.
Nonstatistical evaluation will be used for all HMA not designated as
Commercial HMA in the contract documents.
Commercial evaluation will be used for Commercial HMA and for other
classes of HMA in the following applications: sidewalks, road
approaches, ditches, slopes, paths, trails, gores, prelevel, and
pavement repair. Other nonstructural applications of HMA accepted by
commercial evaluation shall be as approved by the Project Engineer.
Sampling and testing of HMA accepted by commercial evaluation will be
at the option of the Project Engineer. The Proposal quantity of HMA that
is accepted by commercial evaluation will be excluded from the
quantities used in the determination of nonstatistical evaluation.
Nonstatistical Mix Design. Fifteen days prior to the first day of
paving the contractor shall provide one of the following mix design
verification certifications for Contracting Agency review;
The WSDOT Mix Design Evaluation Report from the current WSDOT
QPL, or one of the mix design verification certifications listed below.
The proposed HMA mix design on WSDOT Form 350-042 with the
seal and certification (stamp and signature) of a valid licensed
Washington State Professional Engineer.
The Mix Design Report for the proposed HMA mix design developed
by a qualified City or County laboratory that is within one year of the
approval date.
The mix design shall be performed by a lab accredited by a national
authority such as Laboratory Accreditation Bureau, L-A-B for
Construction Materials Testing, The Construction Materials Engineering
Council (CMEC’s) ISO 17025 or AASHTO Accreditation Program (AAP)
and shall supply evidence of participation in the AASHTO: resource
proficiency sample program.
Mix designs for HMA accepted by Nonstatistical evaluation shall;
Have the aggregate structure and asphalt binder content determined
in accordance with WSDOT Standard Operating Procedure 732 and
meet the requirements of Sections 9-03.8(2), except that Hamburg
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testing for ruts and stripping are at the discretion of the Engineer,
and 9-03.8(6).
Have anti-strip requirements, if any, for the proposed mix design
determined in accordance with AASHTO T 283 or T 324, or based on
historic anti-strip and aggregate source compatibility from previous
WSDOT lab testing.
At the discretion of the Engineer, agencies may accept verified mix
designs older than 12 months from the original verification date with a
certification from the Contractor that the materials and sources are the
same as those shown on the original mix design.
Commercial Evaluation Approval of a mix design for “Commercial
Evaluation” will be based on a review of the Contractor’s submittal of
WSDOT Form 350-042 (For commercial mixes, AASHTO T 324
evaluation is not required) or a Mix Design from the current WSDOT
QPL or from one of the processes allowed by this section. Testing of the
HMA by the Contracting Agency for mix design approval is not required.
For the Bid Item Commercial HMA, the Contractor shall select a class of
HMA and design level of Equivalent Single Axle Loads (ESAL’s) specified
herein.
5-04.2(2)B Using Warm Mix Asphalt Processes
The Contractor may elect to use additives that reduce the optimum
mixing temperature or serve as a compaction aid for producing HMA.
Additives include organic additives, chemical additives and foaming
processes. The use of Additives is subject to the following:
Do not use additives that reduce the mixing temperature more than
allowed in Section 5-04.3(6) in the production of mixtures.
Before using additives, obtain the Engineer’s approval using WSDOT
Form 350-076 to describe the proposed additive and process.
5-04.3 Construction Requirements
5-04.3(1) Weather Limitations
Do not place HMA for wearing course on any Traveled Way beginning
October 1st through March 31st of the following year without written
concurrence from the Engineer.
Do not place HMA on any wet surface, or when the average surface
temperatures are less than those specified below, or when weather
conditions otherwise prevent the proper handling or finishing of the
HMA.
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Minimum Surface Temperature for Paving
Compacted Thickness
(Feet)
Wearing Course Other Courses
Less than 0.10 55◦F 45◦F
0.10 to 0.20 45◦F 35◦F
More than 0.20 35◦F 35◦F
5-04.3(2) Paving Under Traffic
When the Roadway being paved is open to traffic, the requirements of
this Section shall apply.
The Contractor shall keep intersections open to traffic at all times
except when paving the intersection or paving across the intersection.
During such time, and provided that there has been an advance
warning to the public, the intersection may be closed for the minimum
time required to place and compact the mixture. In hot weather, the
Engineer may require the application of water to the pavement to
accelerate the finish rolling of the pavement and to shorten the time
required before reopening to traffic.
Before closing an intersection, advance warning signs shall be placed
and signs shall also be placed marking the detour or alternate route.
During paving operations, temporary pavement markings shall be
maintained throughout the project. Temporary pavement markings
shall be installed on the Roadway prior to opening to traffic. Temporary
pavement markings shall be in accordance with Section 8-23.
All costs in connection with performing the Work in accordance with
these requirements shall be included in the unit Contract prices for the
various Bid items involved in the Contract.
5-04.3(3) Equipment
5-04.3(3)A Mixing Plant
Plants used for the preparation of HMA shall conform to the following
requirements:
1. Equipment for Preparation of Asphalt Binder – Tanks for the
storage of asphalt binder shall be equipped to heat and hold the
material at the required temperatures. The heating shall be
accomplished by steam coils, electricity, or other approved means so
that no flame shall be in contact with the storage tank. The
circulating system for the asphalt binder shall be designed to ensure
proper and continuous circulation during the operating period. A
valve for the purpose of sampling the asphalt binder shall be placed
in either the storage tank or in the supply line to the mixer.
2. Thermometric Equipment – An armored thermometer, capable of
detecting temperature ranges expected in the HMA mix, shall be
fixed in the asphalt binder feed line at a location near the charging
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valve at the mixer unit. The thermometer location shall be
convenient and safe for access by Inspectors. The plant shall also be
equipped with an approved dial-scale thermometer, a mercury
actuated thermometer, an electric pyrometer, or another approved
thermometric instrument placed at the discharge chute of the drier
to automatically register or indicate the temperature of the heated
aggregates. This device shall be in full view of the plant operator.
3. Heating of Asphalt Binder – The temperature of the asphalt
binder shall not exceed the maximum recommended by the asphalt
binder manufacturer nor shall it be below the minimum temperature
required to maintain the asphalt binder in a homogeneous state. The
asphalt binder shall be heated in a manner that will avoid local
variations in heating. The heating method shall provide a continuous
supply of asphalt binder to the mixer at a uniform average
temperature with no individual variations exceeding 25°F. Also,
when a WMA additive is included in the asphalt binder, the
temperature of the asphalt binder shall not exceed the maximum
recommended by the manufacturer of the WMA additive.
4. Sampling and Testing of Mineral Materials – The HMA plant
shall be equipped with a mechanical sampler for the sampling of the
mineral materials. The mechanical sampler shall meet the
requirements of Section 1-05.6 for the crushing and screening
operation. The Contractor shall provide for the setup and operation
of the field testing facilities of the Contracting Agency as provided
for in Section 3-01.2(2).
5. Sampling HMA – The HMA plant shall provide for sampling HMA by
one of the following methods:
a. A mechanical sampling device attached to the HMA plant.
b. Platforms or devices to enable sampling from the hauling vehicle
without entering the hauling vehicle.
5-04.3(3)B Hauling Equipment
Trucks used for hauling HMA shall have tight, clean, smooth metal beds
and shall have a cover of canvas or other suitable material of sufficient
size to protect the mixture from adverse weather. Whenever the
weather conditions during the work shift include, or are forecast to
include, precipitation or an air temperature less than 45°F or when time
from loading to unloading exceeds 30 minutes, the cover shall be
securely attached to protect the HMA.
The contractor shall provide an environmentally benign means to
prevent the HMA mixture from adhering to the hauling equipment.
Excess release agent shall be drained prior to filling hauling equipment
with HMA. Petroleum derivatives or other coating material that
contaminate or alter the characteristics of the HMA shall not be used.
For live bed trucks, the conveyer shall be in operation during the
process of applying the release agent.
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5-04.3(3)C Pavers
HMA pavers shall be self-contained, power-propelled units, provided
with an internally heated vibratory screed and shall be capable of
spreading and finishing courses of HMA plant mix material in lane
widths required by the paving section shown in the Plans.
The HMA paver shall be in good condition and shall have the most
current equipment available from the manufacturer for the prevention
of segregation of the HMA mixture installed, in good condition, and in
working order. The equipment certification shall list the make, model,
and year of the paver and any equipment that has been retrofitted.
The screed shall be operated in accordance with the manufacturer’s
recommendations and shall effectively produce a finished surface of the
required evenness and texture without tearing, shoving, segregating, or
gouging the mixture. A copy of the manufacturer’s recommendations
shall be provided upon request by the Contracting Agency. Extensions
will be allowed provided they produce the same results, including ride,
density, and surface texture as obtained by the primary screed.
Extensions without augers and an internally heated vibratory screed
shall not be used in the Traveled Way.
When specified in the Contract, reference lines for vertical control will
be required. Lines shall be placed on both outer edges of the Traveled
Way of each Roadway. Horizontal control utilizing the reference line will
be permitted. The grade and slope for intermediate lanes shall be
controlled automatically from reference lines or by means of a mat
referencing device and a slope control device. When the finish of the
grade prepared for paving is superior to the established tolerances and
when, in the opinion of the Engineer, further improvement to the line,
grade, cross-section, and smoothness can best be achieved without the
use of the reference line, a mat referencing device may be substituted
for the reference line. Substitution of the device will be subject to the
continued approval of the Engineer. A joint matcher may be used
subject to the approval of the Engineer. The reference line may be
removed after the completion of the first course of HMA when approved
by the Engineer. Whenever the Engineer determines that any of these
methods are failing to provide the necessary vertical control, the
reference lines will be reinstalled by the Contractor.
The Contractor shall furnish and install all pins, brackets, tensioning
devices, wire, and accessories necessary for satisfactory operation of
the automatic control equipment.
If the paving machine in use is not providing the required finish, the
Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning
or solvent type liquids spilled on the pavement shall be thoroughly
removed before paving proceeds.
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5-04.3(3)D Material Transfer Device or Material Transfer Vehicle
Use a material transfer device or material transfer vehicle (MTD/V) to
deliver the HMA from the hauling equipment to the paving machine for
any lift in (or partially in) the top 0.30 feet of the pavement section
used in traffic lanes. However, an MTD/V is not required for HMA
placed in irregular shaped and minor areas such as tapers and turn
lanes.
The MTD/V shall mix the HMA after delivery by the hauling equipment
and prior to laydown by the paving machine. Mixing of the HMA shall be
sufficient to obtain a uniform temperature throughout the mixture. If a
windrow elevator is used, the length of the windrow may be limited in
urban areas or through intersections, at the discretion of the Engineer.
To be approved for use, an MTV:
1. Shall be self-propelled vehicle, separate from the hauling vehicle or
paver.
2. Shall not be connected to the hauling vehicle or paver.
3. May accept HMA directly from the haul vehicle or pick up HMA from
a windrow.
4. Shall mix the HMA after delivery by the hauling equipment and prior
to placement into the paving machine.
5. Shall mix the HMA sufficiently to obtain a uniform temperature
throughout the mixture.
To be approved for use, an MTD:
1. Shall be positively connected to the paver.
2. May accept HMA directly from the haul vehicle or pick up HMA from
a windrow.
3. Shall mix the HMA after delivery by the hauling equipment and prior
to placement into the paving machine.
4. Shall mix the HMA sufficiently to obtain a uniform temperature
throughout the mixture.
Additionally, a material transfer device or vehicle (MTD/V) is
not required at the following locations:
1. All streets within scope of this project.
5-04.3(3)E Rollers
Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic
tire type, in good condition and capable of reversing without backlash.
Operation of the roller shall be in accordance with the manufacturer’s
recommendations. When ordered by the Engineer for any roller planned
for use on the project, the Contractor shall provide a copy of the
manufacturer’s recommendation for the use of that roller for
compaction of HMA. The number and weight of rollers shall be sufficient
to compact the mixture in compliance with the requirements of Section
5-04.3(10). The use of equipment that results in crushing of the
aggregate will not be permitted. Rollers producing pickup, washboard,
uneven compaction of the surface, displacement of the mixture or other
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undesirable results shall not be used.
5-04.3(4) Preparation of Existing Paved Surfaces
When the surface of the existing pavement or old base is irregular, the
Contractor shall bring it to a uniform grade and cross-section as shown
on the Plans or approved by the Engineer.
Preleveling of uneven or broken surfaces over which HMA is to be
placed may be accomplished by using an asphalt paver, a motor patrol
grader, or by hand raking, as approved by the Engineer.
Compaction of preleveling HMA shall be to the satisfaction of the
Engineer and may require the use of small steel wheel rollers, plate
compactors, or pneumatic rollers to avoid bridging across preleveled
areas by the compaction equipment. Equipment used for the
compaction of preleveling HMA shall be approved by the Engineer.
Before construction of HMA on an existing paved surface, the entire
surface of the pavement shall be clean. All fatty asphalt patches, grease
drippings, and other objectionable matter shall be entirely removed
from the existing pavement. All pavements or bituminous surfaces shall
be thoroughly cleaned of dust, soil, pavement grindings, and other
foreign matter. All holes and small depressions shall be filled with an
appropriate class of HMA. The surface of the patched area shall be
leveled and compacted thoroughly. Prior to the application of tack coat,
or paving, the condition of the surface shall be approved by the
Engineer.
A tack coat of asphalt shall be applied to all paved surfaces on which
any course of HMA is to be placed or abutted; except that tack coat
may be omitted from clean, newly paved surfaces at the discretion of
the Engineer. Tack coat shall be uniformly applied to cover the existing
pavement with a thin film of residual asphalt free of streaks and bare
spots at a rate between 0.02 and 0.10 gallons per square yard of
retained asphalt. The rate of application shall be approved by the
Engineer. A heavy application of tack coat shall be applied to all joints.
For Roadways open to traffic, the application of tack coat shall be
limited to surfaces that will be paved during the same working shift.
The spreading equipment shall be equipped with a thermometer to
indicate the temperature of the tack coat material.
Equipment shall not operate on tacked surfaces until the tack has
broken and cured. If the Contractor’s operation damages the tack coat
it shall be repaired prior to placement of the HMA.
The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1
and CSS-1h emulsified asphalt may be diluted once with water at a rate
not to exceed one part water to one part emulsified asphalt. The tack
coat shall have sufficient temperature such that it may be applied
uniformly at the specified rate of application and shall not exceed the
maximum temperature recommended by the emulsified
asphalt manufacturer.
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5-04.3(4)A Crack Sealing
5-04.3(4)A1 General
When the Proposal includes a pay item for crack sealing, seal all cracks
¼ inch in width and greater.
Cleaning: Ensure that cracks are thoroughly clean, dry and free of all
loose and foreign material when filling with crack sealant material. Use
a hot compressed air lance to dry and warm the pavement surfaces
within the crack immediately prior to filling a crack with the sealant
material. Do not overheat pavement. Do not use direct flame dryers.
Routing cracks is not required.
Sand Slurry: For cracks that are to be filled with sand slurry,
thoroughly mix the components and pour the mixture into the cracks
until full. Add additional CSS-1 cationic emulsified asphalt to the sand
slurry as needed for workability to ensure the mixture will completely
fill the cracks. Strike off the sand slurry flush with the existing
pavement surface and allow the mixture to cure. Top off cracks that
were not completely filled with additional sand slurry. Do not place the
HMA overlay until the slurry has fully cured.
The sand slurry shall consist of approximately 20 percent CSS-1
emulsified asphalt, approximately 2 percent portland cement, water (if
required), and the remainder clean Class 1 or 2 fine aggregate per
section 9-03.1(2). The components shall be thoroughly mixed and then
poured into the cracks and joints until full. The following day, any
cracks or joints that are not completely filled shall be topped off with
additional sand slurry. After the sand slurry is placed, the filler shall be
struck off flush with the existing pavement surface and allowed to cure.
The HMA overlay shall not be placed until the slurry has fully cured. The
requirements of Section 1-06 will not apply to the portland cement and
sand used in the sand slurry.
In areas where HMA will be placed, use sand slurry to fill the cracks.
In areas where HMA will not be placed, fill the cracks as follows:
1. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant.
2. Cracks greater than 1 inch in width – fill with sand slurry.
Hot Poured Sealant: For cracks that are to be filled with hot poured
sealant, apply the material in accordance with these requirements and
the manufacturer’s recommendations. Furnish a Type 1 Working
Drawing of the manufacturer’s product information and
recommendations to the Engineer prior to the start of work, including
the manufacturer’s recommended heating time and temperatures,
allowable storage time and temperatures after initial heating, allowable
reheating criteria, and application temperature range. Confine hot
poured sealant material within the crack. Clean any overflow of sealant
from the pavement surface. If, in the opinion of the Engineer, the
Contractor’s method of sealing the cracks with hot poured sealant
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results in an excessive amount of material on the pavement surface,
stop and correct the operation to eliminate the excess material.
5-04.3(4)A2 Crack Sealing Areas Prior to Paving
In areas where HMA will be placed, use sand slurry to fill the cracks.
5-04.3(4)A3 Crack Sealing Areas Not to be Paved
In areas where HMA will not be placed, fill the cracks as follows:
a. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant.
b. Cracks greater than 1 inch in width – fill with sand slurry.
5-04.3(4)B Vacant
5-04.3(4)C Pavement Repair
The Contractor shall plane pavement repair areas and shall backfill
these with HMA in accordance with the details shown in the Plans and
as marked in the field. Approximate locations of pavement repair areas
are shown on the plans to aid in quantity estimating. Contractor shall
notify the Engineer 7 calendar days in advance of pavement repair
activities to allow the Engineer time to mark the repair areas in the
field. The Contractor shall remove the marked pavement areas to the
depth specified in the plans or as directed by the Engineer using a
pavement grinder. The Contractor shall protect the pavement that is to
remain. Delamination or raveling of the underlying pavement will not be
construed as damage due to the Contractor’s operations. Pavement
outside the pavement repair areas shown in the plan or designated by
the Engineer that is damaged as a result of the Contractor’s operations
shall be repaired by the Contractor to the satisfaction of the Engineer at
no cost to the Contracting Agency. Any utility castings in the pavement
repair areas shall not be disturbed.
The Contractor shall work only within one lane at a time unless
approved otherwise by the Engineer. The Contractor shall not plane
more area than can be completely backfilled during the same shift.
The Engineer will make the final determination of the planing depth
required. The minimum width of any pavement repair area shall be per
the Plans. The planings and other debris resulting from planing
operation shall become the property of the Contractor and shall be
disposed of in accordance with Section 2-03.3(7)C, or as otherwise
allowed by the Contract.
Asphalt for tack coat shall be required as specified in Section 5-04.3(4).
A heavy application of tack coat shall be applied to all surfaces of
existing pavement in the pavement repair area.
Placement of the HMA backfill shall be accomplished in 2” lifts. Each lift
shall be thoroughly compacted by a roller.
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5-04.3(5) Producing/Stockpiling Aggregates and RAP
Aggregates and RAP shall be stockpiled according to the requirements
of Section 3-02. Sufficient storage space shall be provided for each size
of aggregate and RAP. Materials shall be removed from stockpile(s) in a
manner to ensure minimal segregation when being moved to the HMA
plant for processing into the final mixture. Different aggregate sizes
shall be kept separated until they have been delivered to the HMA
plant.
5-04.3(5)A Vacant
5-04.3(6) Mixing
After the required amount of mineral materials, asphalt binder,
recycling agent and anti-stripping additives have been introduced into
the mixer the HMA shall be mixed until complete and uniform coating of
the particles and thorough distribution of the asphalt binder throughout
the mineral materials is ensured.
When discharged, the temperature of the HMA shall not exceed the
optimum mixing temperature by more than 25°F as shown on the
reference mix design report or as approved by the Engineer. Also, when
a WMA additive is included in the manufacture of HMA, the discharge
temperature of the HMA shall not exceed the maximum recommended
by the manufacturer of the WMA additive. A maximum water content of
2 percent in the mix, at discharge, will be allowed providing the water
causes no problems with handling, stripping, or flushing. If the water in
the HMA causes any of these problems, the moisture content shall be
reduced as directed by the Engineer.
Storing or holding of the HMA in approved storage facilities will be
permitted with approval of the Engineer, but in no event shall the HMA
be held for more than 24 hours. HMA held for more than 24 hours after
mixing shall be rejected. Rejected HMA shall be disposed of by the
Contractor at no expense to the Contracting Agency. The storage
facility shall have an accessible device located at the top of the cone or
about the third point. The device shall indicate the amount of material
in storage. No HMA shall be accepted from the storage facility when the
HMA in storage is below the top of the cone of the storage facility,
except as the storage facility is being emptied at the end of the
working shift.
Recycled asphalt pavement (RAP) utilized in the production of HMA shall
be sized prior to entering the mixer so that a uniform and thoroughly
mixed HMA is produced. If there is evidence of the recycled asphalt
pavement not breaking down during the heating and mixing of the
HMA, the Contractor shall immediately suspend the use of the RAP until
changes have been approved by the Engineer. After the required
amount of mineral materials, RAP, new asphalt binder and asphalt
rejuvenator have been introduced into the mixer the HMA shall be
mixed until complete and uniform coating of the particles and thorough
distribution of the asphalt binder throughout the mineral materials, and
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RAP is ensured.
5-04.3(7) Spreading and Finishing
The mixture shall be laid upon an approved surface, spread, and struck
off to the grade and elevation established. HMA pavers complying with
Section 5-04.3(3) shall be used to distribute the mixture. Unless
otherwise directed by the Engineer, the nominal compacted depth of
any layer of any course shall not exceed the following:
HMA Class 1”
wearing course/final lift 0.17 feet
other courses 0.35 feet
HMA Class ¾” and HMA Class ½”
wearing course/final lift 0.17 feet
other courses 0.25 feet
HMA Class ⅜” 0.17 feet
On areas where irregularities or unavoidable obstacles make the use of
mechanical spreading and finishing equipment impractical, the paving
may be done with other equipment or by hand.
When more than one JMF is being utilized to produce HMA, the material
produced for each JMF shall be placed by separate spreading and
compacting equipment. The intermingling of HMA produced from more
than one JMF is prohibited. Each strip of HMA placed during a work shift
shall conform to a single JMF established for the class of HMA specified
unless there is a need to make an adjustment in the JMF.
Reference Section 8-20.3(14)C of the Kent Special Provisions for the
placement of traffic signal detection loops.
5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA
For HMA accepted by nonstatistical evaluation the aggregate properties
of sand equivalent, uncompacted void content and fracture will be
evaluated in accordance with Section 3-04. Sampling and testing of
aggregates for HMA accepted by commercial evaluation will be at the
option of the Engineer.
5-04.3(9) HMA Mixture Acceptance
Acceptance of HMA shall be as provided under nonstatistical, or
commercial evaluation.
Nonstatistical evaluation will be used for the acceptance of HMA unless
Commercial Evaluation is specified.
Commercial evaluation will be used for Commercial HMA and for other
classes of HMA in the following applications: sidewalks, road
approaches, ditches, slopes, paths, trails, gores, prelevel, temporary
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pavement, and pavement repair. Other nonstructural applications of
HMA accepted by commercial evaluation shall be as approved by the
Engineer. Sampling and testing of HMA accepted by commercial
evaluation will be at the option of the Engineer.
The mix design will be the initial JMF for the class of HMA. The
Contractor may request a change in the JMF. Any adjustments to the
JMF will require the approval of the Engineer and may be made in
accordance with this section.
HMA Tolerances and Adjustments
1. Job Mix Formula Tolerances – The constituents of the mixture at
the time of acceptance shall be within tolerance. The tolerance limits
will be established as follows:
For Asphalt Binder and Air Voids (Va), the acceptance limits are
determined by adding the tolerances below to the approved JMF
values. These values will also be the Upper Specification Limit (USL)
and Lower Specification Limit (LSL) required in Section 1-06.2(2)D2
Property Non-Statistical Evaluation Commercial Evaluation
Asphalt Binder +/- 0.5% +/- 0.7%
Air Voids, Va 2.5% min. and 5.5% max N/A
For Aggregates in the mixture:
a. First, determine preliminary upper and lower acceptance limits
by applying the following tolerances to the approved JMF.
Aggregate Percent Passing Non-Statistical
Evaluation
Commercial
Evaluation
1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8%
No. 4 sieve +/-6% +/- 8%
No. 8 Sieve +/- 6% +/-8%
No. 200 sieve +/- 2.0% +/- 3.0%
b. Second, adjust the preliminary upper and lower acceptance
limits determined from step (a) the minimum amount
necessary so that none of the aggregate properties are outside
the control points in Section 9-03.8(6). The resulting values will
be the upper and lower acceptance limits for aggregates, as
well as the USL and LSL required in Section 1-06.2(2)D2.
2. Job Mix Formula Adjustments – An adjustment to the aggregate
gradation or asphalt binder content of the JMF requires approval of
the Engineer. Adjustments to the JMF will only be considered if the
change produces material of equal or better quality and may require
the development of a new mix design if the adjustment exceeds the
amounts listed below.
a. Aggregates –2 percent for the aggregate passing the 1½″, 1″,
¾″, ½″, ⅜″, and the No. 4 sieves, 1 percent for aggregate
passing the No. 8 sieve, and 0.5 percent for the aggregate
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passing the No. 200 sieve. The adjusted JMF shall be within the
range of the control points in Section 9-03.8(6).
b. Asphalt Binder Content – The Engineer may order or approve
changes to asphalt binder content. The maximum adjustment
from the approved mix design for the asphalt binder content shall
be 0.3 percent
5-04.3(9)A Vacant
5-04.3(9)B Vacant
5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation
HMA mixture which is accepted by Nonstatistical Evaluation will be
evaluated by the Contracting Agency by dividing the HMA tonnage into
lots.
5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots
A lot is represented by randomly selected samples of the same mix
design that will be tested for acceptance. A lot is defined as the total
quantity of material or work produced for each Job Mix Formula placed.
Only one lot per JMF is expected. A sublot shall be equal to one day’s
production or 800 tons, whichever is less except that the final sublot
will be a minimum of 400 tons and may be increased to 1200 tons.
All of the test results obtained from the acceptance samples from a
given lot shall be evaluated collectively. If the Contractor requests a
change to the JMF that is approved, the material produced after the
change will be evaluated on the basis of the new JMF for the remaining
sublots in the current lot and for acceptance of subsequent lots. For a
lot in progress with a CPF less than 0.75, a new lot will begin at the
Contractor’s request after the Engineer is satisfied that material
conforming to the Specifications can be produced.
Sampling and testing for evaluation shall be performed on the
frequency of one sample per sublot.
5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling
Samples for acceptance testing shall be obtained by the Contractor
when ordered by the Engineer. The Contractor shall sample the HMA
mixture in the presence of the Engineer and in accordance with
AASHTO T 168. A minimum of three samples should be taken for each
class of HMA placed on a project. If used in a structural application, at
least one of the three samples shall to be tested.
Sampling and testing HMA in a Structural application where quantities
are less than 400 tons is at the discretion of the Engineer.
For HMA used in a structural application and with a total project
quantity less than 800 tons but more than 400 tons, a minimum of one
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acceptance test shall be performed. In all cases, a minimum of 3
samples will be obtained at the point of acceptance, a minimum of one
of the three samples will be tested for conformance to the JMF:
If the test results are found to be within specification requirements,
additional testing will be at the Engineer’s discretion.
If test results are found not to be within specification requirements,
additional testing of the remaining samples to determine a
Composite Pay Factor (CPF) shall be performed.
5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing
Testing of HMA for compliance of Va will be at the option of the
Contracting Agency. If tested, compliance of Va will use WSDOT SOP
731.
Testing for compliance of asphalt binder content will be by WSDOT FOP
for AASHTO T 308.
Testing for compliance of gradation will be by FOP for WAQTC T 27/T
11.
5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors
For each lot of material falling outside the tolerance limits in 5-04.3(9),
the Contracting Agency will determine a Composite Pay Factor (CPF)
using the following price adjustment factors:
Table of Price Adjustment Factors
Constituent Factor “f”
All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ and No.4
sieves
2
All aggregate passing No. 8 sieve 15
All aggregate passing No. 200 sieve 20
Asphalt binder 40
Air Voids (Va) (where applicable) 20
Each lot of HMA produced under Nonstatistical Evaluation and having all
constituents falling within the tolerance limits of the job mix formula
shall be accepted at the unit Contract price with no further evaluation.
When one or more constituents fall outside the nonstatistical tolerance
limits in the Job Mix Formula shown in Table of Price Adjustment
Factors, the lot shall be evaluated in accordance with Section 1-06.2 to
determine the appropriate CPF. The nonstatistical tolerance limits will
be used in the calculation of the CPF and the maximum CPF shall be
1.00. When less than three sublots exist, backup samples of the
existing sublots or samples from the Roadway shall be tested to provide
a minimum of three sets of results for evaluation.
5-04.3(9)C5 Vacant
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5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments
For each lot of HMA mix produced under Nonstatistical Evaluation when
the calculated CPF is less than 1.00, a Nonconforming Mix Factor
(NCMF) will be determined. The NCMF equals the algebraic difference of
CPF minus 1.00 multiplied by 60 percent. The total job mix compliance
price adjustment will be calculated as the product of the NCMF, the
quantity of HMA in the lot in tons, and the unit Contract price per ton of
mix.
If a constituent is not measured in accordance with these
Specifications, its individual pay factor will be considered 1.00 in
calculating the Composite Pay Factor (CPF).
5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests
The Contractor may request a sublot be retested. To request a retest,
the Contractor shall submit a written request within 7 calendar days
after the specific test results have been received. A split of the original
acceptance sample will be retested. The split of the sample will not be
tested with the same tester that ran the original acceptance test. The
sample will be tested for a complete gradation analysis, asphalt binder
content, and, at the option of the agency, Va. The results of the retest
will be used for the acceptance of the HMA in place of the original
sublot sample test results. The cost of testing will be deducted from any
monies due or that may come due the Contractor under the Contract at
the rate of $500 per sample.
5-04.3 (9)D Mixture Acceptance – Commercial Evaluation
If sampled and tested, HMA produced under Commercial Evaluation and
having all constituents falling within the tolerance limits of the job mix
formula shall be accepted at the unit Contract price with no further
evaluation. When one or more constituents fall outside the commercial
tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall
be evaluated in accordance with Section 1-06.2 to determine the
appropriate CPF. The commercial tolerance limits will be used in the
calculation of the CPF and the maximum CPF shall be 1.00. When less
than three sublots exist, backup samples of the existing sublots or
samples from the street shall be tested to provide a minimum of three
sets of results for evaluation.
For each lot of HMA mix produced and tested under Commercial
Evaluation when the calculated CPF is less than 1.00, a Nonconforming
Mix Factor (NCMF) will be determined. The NCMF equals the algebraic
difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix
Compliance Price Adjustment will be calculated as the product of the
NCMF, the quantity of HMA in the lot in tons, and the unit Contract
price per ton of mix.
If a constituent is not measured in accordance with these
Specifications, its individual pay factor will be considered 1.00 in
calculating the Composite Pay Factor (CPF).
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5-04.3(10) HMA Compaction Acceptance
HMA mixture accepted by nonstatistical evaluation that is used in traffic
lanes, including lanes for intersections, ramps, truck climbing, weaving,
and speed change, and having a specified compacted course thickness
greater than 0.10-foot, shall be compacted to a specified level of
relative density. The specified level of relative density shall be a
Composite Pay Factor (CPF) of not less than 0.75 when evaluated in
accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92
percent of the maximum density). The maximum density shall be
determined by WSDOT FOP for AASHTO T 729. The specified level of
density attained will be determined by the evaluation of the density of
the pavement. The density of the pavement shall be determined in
accordance with WSDOT FOP for WAQTC TM 8, except that gauge
correlation will be at the discretion of the Engineer, when using the
nuclear density gauge and WSDOT SOP 736 when using cores to
determine density.
Tests for the determination of the pavement density will be taken in
accordance with the required procedures for measurement by a nuclear
density gauge or roadway cores after completion of the finish rolling.
If the Contracting Agency uses a nuclear density gauge to determine
density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T
729 will be used on the day the mix is placed and prior to opening to
traffic.
Roadway cores for density may be obtained by either the Contracting
Agency or the Contractor in accordance with WSDOT SOP 734. The core
diameter shall be 4-inches minimum, unless otherwise approved by the
Engineer. Roadway cores will be tested by the Contracting Agency in
accordance with WSDOT FOP for AASHTO T 166.
If the Contract includes the Bid item “Roadway Core” the cores shall be
obtained by the Contractor in the presence of the Engineer on the same
day the mix is placed and at locations designated by the Engineer. If
the Contract does not include the Bid item “Roadway Core” the
Contracting Agency may obtain the cores.
For a lot in progress with a CPF less than 0.75, a new lot will begin at
the Contractor’s request after the Engineer is satisfied that material
conforming to the Specifications can be produced.
HMA mixture accepted by commercial evaluation and HMA constructed
under conditions other than those listed above shall be compacted on
the basis of a test point evaluation of the compaction train. The test
point evaluation shall be performed in accordance with instructions
from the Engineer. The number of passes with an approved compaction
train, required to attain the maximum test point density, shall be used
on all subsequent paving.
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HMA for preleveling shall be thoroughly compacted. HMA that is used
for preleveling wheel rutting shall be compacted with a pneumatic tire
roller unless otherwise approved by the Engineer.
Test Results
For a sublot that has been tested with a nuclear density gauge that did
not meet the minimum of 92 percent of the reference maximum density
in a compaction lot with a CPF below 1.00 and thus subject to a price
reduction or rejection, the Contractor may request that a core be used
for determination of the relative density of the sublot. The relative
density of the core will replace the relative density determined by the
nuclear density gauge for the sublot and will be used for calculation of
the CPF and acceptance of HMA compaction lot.
When cores are taken by the Contracting Agency at the request of the
Contractor, they shall be requested by noon of the next workday after
the test results for the sublot have been provided or made available to
the Contractor. Core locations shall be outside of wheel paths and as
determined by the Engineer. Traffic control shall be provided by the
Contractor as requested by the Engineer. Failure by the Contractor to
provide the requested traffic control will result in forfeiture of the
request for cores. When the CPF for the lot based on the results of the
HMA cores is less than 1.00, the cost for the coring will be deducted
from any monies due or that may become due the Contractor under the
Contract at the rate of $200 per core and the Contractor shall pay for
the cost of the traffic control.
5-04.3(10)A HMA Compaction – General Compaction Requirements
Compaction shall take place when the mixture is in the proper condition
so that no undue displacement, cracking, or shoving occurs. Areas
inaccessible to large compaction equipment shall be compacted by
other mechanical means. Any HMA that becomes loose, broken,
contaminated, shows an excess or deficiency of asphalt, or is in any
way defective, shall be removed and replaced with new hot mix that
shall be immediately compacted to conform to the surrounding area.
The type of rollers to be used and their relative position in the
compaction sequence shall generally be the Contractor’s option,
provided the specified densities are attained. Unless the Engineer has
approved otherwise, rollers shall only be operated in the static mode
when the internal temperature of the mix is less than 175°F.
Regardless of mix temperature, a roller shall not be operated in a mode
that results in checking or cracking of the mat. Rollers shall only be
operated in static mode on bridge decks.
5-04.3(10)B HMA Compaction – Cyclic Density
Low cyclic density areas are defined as spots or streaks in the
pavement that are less than 90 percent of the theoretical maximum
density. At the Engineer’s discretion, the Engineer may evaluate the
HMA pavement for low cyclic density, and when doing so will follow
WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be
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assessed for any 500-foot section with two or more density readings
below 90 percent of the theoretical maximum density.
5-04.3(10)C Vacant
5-04.3(10)D HMA Nonstatistical Compaction
5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots
HMA compaction which is accepted by nonstatistical evaluation will be
based on acceptance testing performed by the Contracting Agency
dividing the project into compaction lots.
A lot is represented by randomly selected samples of the same mix
design that will be tested for acceptance. A lot is defined as the total
quantity of material or work produced for each Job Mix Formula placed.
Only one lot per JMF is expected. A sublot shall be equal to one day’s
production or 400 tons, whichever is less except that the final sublot
will be a minimum of 200 tons and may be increased to 800 tons.
Testing for compaction will be at the rate of 5 tests per sublot per
WSDOT T 738.
The sublot locations within each density lot will be determined by the
Engineer. For a lot in progress with a CPF less than 0.75, a new lot will
begin at the Contractor’s request after the Engineer is satisfied that
material conforming to the Specifications can be produced.
HMA mixture accepted by commercial evaluation and HMA constructed
under conditions other than those listed above shall be compacted on
the basis of a test point evaluation of the compaction train. The test
point evaluation shall be performed in accordance with instructions
from the Engineer. The number of passes with an approved compaction
train, required to attain the maximum test point density, shall be used
on all subsequent paving.
HMA for preleveling shall be thoroughly compacted. HMA that is used to
prelevel wheel ruts shall be compacted with a pneumatic tire roller
unless otherwise approved by the Engineer.
5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance
Testing
The location of the HMA compaction acceptance tests will be randomly
selected by the Engineer from within each sublot, with one test per
sublot.
5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments
For each compaction lot with one or two sublots, having all sublots
attain a relative density that is 92 percent of the reference maximum
density the HMA shall be accepted at the unit Contract price with no
further evaluation. When a sublot does not attain a relative density that
is 92 percent of the reference maximum density, the lot shall be
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evaluated in accordance with Section 1-06.2 to determine the
appropriate CPF. The maximum CPF shall be 1.00, however, lots with a
calculated CPF in excess of 1.00 will be used to offset lots with CPF
values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90
will be evaluated for compliance per 5-04.3(11). Additional testing by
either a nuclear moisture-density gauge or cores will be completed as
required to provide a minimum of three tests for evaluation.
For compaction below the required 92% a Non-Conforming Compaction
Factor (NCCF) will be determined. The NCCF equals the algebraic
difference of CPF minus 1.00 multiplied by 40 percent. The Compaction
Price Adjustment will be calculated as the product of CPF, the quantity
of HMA in the compaction control lot in tons, and the unit Contract price
per ton of mix.
5-04.3(11) Reject Work
5-04.3(11)A Reject Work General
Work that is defective or does not conform to Contract requirements
shall be rejected. The Contractor may propose, in writing, alternatives
to removal and replacement of rejected material. Acceptability of such
alternative proposals will be determined at the sole discretion of the
Engineer. HMA that has been rejected is subject to the requirements in
Section 1-06.2(2) and this specification, and the Contractor shall
submit a corrective action proposal to the Engineer for approval.
5-04.3(11)B Rejection by Contractor
The Contractor may, prior to sampling, elect to remove any defective
material and replace it with new material. Any such new material will be
sampled, tested, and evaluated for acceptance.
5-04.3(11)C Rejection Without Testing (Mixture or Compaction)
The Engineer may, without sampling, reject any batch, load, or section
of Roadway that appears defective. Material rejected before placement
shall not be incorporated into the pavement. Any rejected section of
Roadway shall be removed.
No payment will be made for the rejected materials or the removal of
the materials unless the Contractor requests that the rejected material
be tested. If the Contractor elects to have the rejected material tested,
a minimum of three representative samples will be obtained and tested.
Acceptance of rejected material will be based on conformance with the
nonstatistical acceptance Specification. If the CPF for the rejected
material is less than 0.75, no payment will be made for the rejected
material; in addition, the cost of sampling and testing shall be borne by
the Contractor. If the CPF is greater than or equal to 0.75, the cost of
sampling and testing will be borne by the Contracting Agency. If the
material is rejected before placement and the CPF is greater than or
equal to 0.75, compensation for the rejected material will be at a CPF of
0.75. If rejection occurs after placement and the CPF is greater than or
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equal to 0.75, compensation for the rejected material will be at the
calculated CPF with an addition of 25 percent of the unit Contract price
added for the cost of removal and disposal.
5-04.3(11)D Rejection - A Partial Sublot
In addition to the random acceptance sampling and testing, the
Engineer may also isolate from a normal sublot any material that is
suspected of being defective in relative density, gradation or asphalt
binder content. Such isolated material will not include an original
sample location. A minimum of three random samples of the suspect
material will be obtained and tested. The material will then be
statistically evaluated as an independent lot in accordance with Section
1-06.2(2).
5-04.3(11)E Rejection - An Entire Sublot
An entire sublot that is suspected of being defective may be rejected.
When a sublot is rejected a minimum of two additional random samples
from this sublot will be obtained. These additional samples and the
original sublot will be evaluated as an independent lot in accordance
with Section 1-06.2(2).
5-04.3(11)F Rejection - A Lot in Progress
The Contractor shall shut down operations and shall not resume HMA
placement until such time as the Engineer is satisfied that material
conforming to the Specifications can be produced:
1. When the Composite Pay Factor (CPF) of a lot in progress drops
below 1.00 and the Contractor is taking no corrective action, or
2. When the Pay Factor (PF) for any constituent of a lot in progress
drops below 0.95 and the Contractor is taking no corrective action,
or
3. When either the PFi for any constituent or the CPF of a lot in
progress is less than 0.75.
5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction)
An entire lot with a CPF of less than 0.75 will be rejected.
5-04.3(12) Joints
5-04.3(12)A HMA Joints
5-04.3(12)A1 Transverse Joints
The Contractor shall conduct operations such that the placing of the top
or wearing course is a continuous operation or as close to continuous as
possible. Unscheduled transverse joints will be allowed and the roller
may pass over the unprotected end of the freshly laid mixture only
when the placement of the course must be discontinued for such a
length of time that the mixture will cool below compaction temperature.
When the Work is resumed, the previously compacted mixture shall be
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cut back to produce a slightly beveled edge for the full thickness of the
course.
A temporary wedge of HMA constructed on a 20H:1V shall be
constructed where a transverse joint as a result of paving or planing is
open to traffic. The HMA in the temporary wedge shall be separated
from the permanent HMA by strips of heavy wrapping paper or other
methods approved by the Engineer. The wrapping paper shall be
removed and the joint trimmed to a slightly beveled edge for the full
thickness of the course prior to resumption of paving.
The material that is cut away shall be wasted and new mix shall be laid
against the cut. Rollers or tamping irons shall be used to seal the joint.
5-04.3(12)A2 Longitudinal Joints
The longitudinal joint in any one course shall be offset from the course
immediately below by not more than 6 inches nor less than 2 inches. All
longitudinal joints constructed in the wearing course shall be located at
a lane line or an edge line of the Traveled Way. A notched wedge joint
shall be constructed along all longitudinal joints in the wearing surface
of new HMA unless otherwise approved by the Engineer. The notched
wedge joint shall have a vertical edge of not less than the maximum
aggregate size or more than ½ of the compacted lift thickness and then
taper down on a slope not steeper than 4H:1V. The sloped portion of
the HMA notched wedge joint shall be uniformly compacted.
5-04.3(12)B Bridge Paving Joint Seals
5-04.3(12)B1 HMA Sawcut and Seal
Prior to placing HMA on the bridge deck, establish sawcut alignment
points at both ends of the bridge paving joint seals to be placed at the
bridge ends, and at interior joints within the bridge deck when and
where shown in the Plans. Establish the sawcut alignment points in a
manner that they remain functional for use in aligning the sawcut after
placing the overlay.
Submit a Type 1 Working Drawing consisting of the sealant
manufacturer’s application procedure.
Construct the bridge paving joint seal as specified on the Plans and in
accordance with the detail shown in the Standard Plans. Construct the
sawcut in accordance with the detail shown in the Standard Plan.
Construct the sawcut in accordance with Section 5-05.3(8)B and the
manufacturer’s application procedure.
5-04.3(12)B2 Paved Panel Joint Seal
Construct the paved panel joint seal in accordance with the
requirements specified in section 5-04.3(12)B1 and the following
requirement:
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1. Clean and seal the existing joint between concrete panels in
accordance with Section 5-01.3(8) and the details shown in the
Standard Plans.
5-04.3(13) Surface Smoothness
The completed surface of all courses shall be of uniform texture,
smooth, uniform as to crown and grade, and free from defects of all
kinds. The completed surface of the wearing course shall not vary more
than ⅛ inch from the lower edge of a 10-foot straightedge placed on
the surface parallel to the centerline. The transverse slope of the
completed surface of the wearing course shall vary not more than ¼
inch in 10 feet from the rate of transverse slope shown in the Plans.
When deviations in excess of the above tolerances are found that result
from a high place in the HMA, the pavement surface shall be corrected
by one of the following methods:
1. Removal of material from high places by grinding with an
approved grinding machine, or
2. Removal and replacement of the wearing course of HMA, or
3. By other method approved by the Engineer.
Correction of defects shall be carried out until there are no deviations
anywhere greater than the allowable tolerances.
Deviations in excess of the above tolerances that result from a low
place in the HMA and deviations resulting from a high place where
corrective action, in the opinion of the Engineer, will not produce
satisfactory results will be accepted with a price adjustment. The
Engineer shall deduct from monies due or that may become due to the
Contractor the sum of $500.00 for each and every section of single
traffic lane 100 feet in length in which any excessive deviations
described above are found.
When utility appurtenances such as manhole covers and valve boxes
are located in the traveled way, the utility appurtenances shall be
adjusted to the finished grade prior to paving. This requirement may be
waived when requested by the Contractor, at the discretion of the
Engineer or when the adjustment details provided in the project plan or
specifications call for utility appurtenance adjustments after the
completion of paving.
Utility appurtenance adjustment discussions will be included in the Pre-
Paving planning (5-04.3(14)B3). Submit a written request to waive this
requirement to the Engineer prior to the start of paving.
5-04.3(14) Planing (Milling) Bituminous Pavement
The planing plan must be approved by the Engineer and a pre planing
meeting must be held prior to the start of any planing. See Section 5-
04.3(14)B2 for information on planing submittals.
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Planing operations shall be performed no more than 7 calendar days
ahead of the time the planed area is to be paved, unless otherwise
allowed by the Engineer in writing.
Locations of existing surfacing to be planed are as shown in the
Drawings.
Where planing an existing pavement is specified in the Contract, the
Contractor must remove existing surfacing material and to reshape the
surface to remove irregularities. The finished product must be a
prepared surface acceptable for receiving an HMA overlay.
Use the cold milling method for planing unless otherwise specified in
the Contract. Do not use the planer on the final wearing course of new
HMA.
Conduct planing operations in a manner that does not tear, break,
burn, or otherwise damage the surface which is to remain. The finished
planed surface must be slightly grooved or roughened and must be free
from gouges, deep grooves, ridges, or other imperfections. The
Contractor must repair any damage to the surface by the Contractor’s
planing equipment, using an Engineer approved method.
Repair or replace any metal castings and other surface improvements
damaged by planing, as determined by the Engineer.
A tapered wedge cut must be planed longitudinally along curb lines
sufficient to provide a minimum of 4 inches of curb reveal after
placement and compaction of the final wearing course. The dimensions
of the wedge must be as shown on the Drawings or as specified by the
Engineer.
A tapered wedge cut must also be made at transitions to adjoining
pavement surfaces (meet lines) where butt joints are shown on the
Drawings. Cut butt joints in a straight line with vertical faces 2 inches
or more in height, producing a smooth transition to the existing
adjoining pavement.
After planing is complete, planed surfaces must be swept, cleaned, and
if required by the Contract, patched and preleveled.
The Engineer may direct additional depth planing. Before performing
this additional depth planing, the Contractor must conduct a hidden
metal in pavement detection survey as specified in Section 5-
04.3(14)A.
5-04.3(14)A Pre-Planing Metal Detection Check
Before starting planing of pavements, and before any additional depth
planing required by the Engineer, the Contractor must conduct a
physical survey of existing pavement to be planed with equipment that
can identify hidden metal objects.
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Should such metal be identified, promptly notify the Engineer.
See Section 1-07.16(1) regarding the protection of survey
monumentation that may be hidden in pavement.
The Contractor is solely responsible for any damage to equipment
resulting from the Contractor’s failure to conduct a pre-planing metal
detection survey, or from the Contractor’s failure to notify the Engineer
of any hidden metal that is detected.
5-04.3(14)B Paving and Planing Under Traffic
5-04.3(14)B1 General
In addition the requirements of Section 1-07.23 and the traffic
controls required in Section 1-10, and unless the Contract specifies
otherwise or the Engineer approves, the Contractor must comply with
the following:
1. Intersections:
a. Keep intersections open to traffic at all times, except when
paving or planing operations through an intersection requires
closure. Such closure must be kept to the minimum time
required to place and compact the HMA mixture, or plane as
appropriate. For paving, schedule such closure to individual
lanes or portions thereof that allows the traffic volumes and
schedule of traffic volumes required in the approved traffic
control plan. Schedule work so that adjacent intersections are
not impacted at the same time and comply with the traffic
control restrictions required by the Traffic Engineer. Each
individual intersection closure or partial closure, must be
addressed in the traffic control plan, which must be submitted
to and accepted by the Engineer, see Section 1-10.2(2).
b. When planing or paving and related construction must occur in
an intersection, consider scheduling and sequencing such work
into quarters of the intersection, or half or more of an
intersection with side street detours. Be prepared to sequence
the work to individual lanes or portions thereof.
c. Should closure of the intersection in its entirety be necessary,
and no trolley service is impacted, keep such closure to the
minimum time required to place and compact the HMA
mixture, plane, remove asphalt, tack coat, and as needed.
d. Any work in an intersection requires advance warning in both
signage and a number of Working Days advance notice as
determined by the Engineer, to alert traffic and emergency
services of the intersection closure or partial closure.
e. Allow new compacted HMA asphalt to cool to ambient
temperature before any traffic is allowed on it. Traffic is not
allowed on newly placed asphalt until approval has been obtained
from the Engineer.
2. Temporary centerline marking, post-paving temporary marking,
temporary stop bars, and maintaining temporary pavement marking
must comply with Section 8-23.
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3. Permanent pavement marking must comply with Section 8-22.
5-04.3(14)B2 Submittals - Planing Plan and HMA Paving Plan
The Contractor must submit a separate planing plan and a separate
paving plan to the Engineer at least 5 Working Days in advance of
each operation’s activity start date. These plans must show how the
moving operation and traffic control are coordinated, as they will be
discussed at the pre-planing briefing and pre-paving briefing. When
requested by the Engineer, the Contractor must provide each
operation’s traffic control plan on 24 x 36 inch or larger size Shop
Drawings with a scale showing both the area of operation and
sufficient detail of traffic beyond the area of operation where detour
traffic may be required. The scale on the Shop Drawings is 1 inch =
20 feet, which may be changed if the Engineer agrees sufficient detail
is shown.
The planing operation and the paving operation include, but are not
limited to, metal detection, removal of asphalt and temporary asphalt
of any kind, tack coat and drying, staging of supply trucks, paving
trains, rolling, scheduling, and as may be discussed at the briefing.
When intersections will be partially or totally blocked, provide
adequately sized and noticeable signage alerting traffic of closures to
come, a minimum 2 Working Days in advance. The traffic control plan
must show where police officers will be stationed when signalization is
or may be, countermanded, and show areas where flaggers are
proposed.
At a minimum, the planing and the paving plan must include:
1. A copy of the accepted traffic control plan, see Section 1-10.2(2),
detailing each day’s traffic control as it relates to the specific
requirements of that day’s planing and paving. Briefly describe the
sequencing of traffic control consistent with the proposed planing
and paving sequence, and scheduling of placement of temporary
pavement markings and channelizing devices after each day’s
planing, and paving.
2. A copy of each intersection’s traffic control plan.
3. Haul routes from Supplier facilities, and locations of temporary
parking and staging areas, including return routes. Describe
the complete round trip as it relates to the sequencing of paving
operations.
4. Names and locations of HMA Supplier facilities to be used.
5. List of all equipment to be used for paving.
6. List of personnel and associated job classification assigned to each
piece of paving equipment.
7. Description (geometric or narrative) of the scheduled sequence of
planing and of paving, and intended area of planing and of paving
for each day’s work, must include the directions of proposed
planing and of proposed paving, sequence of adjacent lane paving,
sequence of skipped lane paving, intersection planing and paving
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scheduling and sequencing, and proposed notifications and
coordination to be timely made. The plan must show HMA joints
relative to the final pavement marking lane lines.
8. Names, job titles, and contact information for field, office, and plant
supervisory personnel.
9. A copy of the approved Mix Designs.
10. Tonnage of HMA to be placed each day.
11. Approximate times and days for starting and ending daily operations.
5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing
At least 2 Working Days before the first paving operation and the first
planing operation, or as scheduled by the Engineer for future paving
and planing operations to ensure the Contractor has adequately
prepared for notifying and coordinating as required in the Contract,
the Contractor must be prepared to discuss that day’s operations as
they relate to other entities and to public safety and convenience,
including driveway and business access, garbage truck operations,
Metro transit operations and working around energized overhead
wires, school and nursing home and hospital and other accesses, other
contractors who may be operating in the area, pedestrian and bicycle
traffic, and emergency services. The Contractor, and Subcontractors
that may be part of that day’s operations, must meet with the
Engineer and discuss the proposed operation as it relates to the
submitted planing plan and paving plan, approved traffic control plan,
and public convenience and safety. Such discussion includes, but is
not limited to:
1. General for both Paving Plan and for Planing Plan:
a. The actual times of starting and ending daily operations.
b. In intersections, how to break up the intersection, and
address traffic control and signalization for that operation,
including use of peace officers.
c. The sequencing and scheduling of paving operations and of
planing operations, as applicable, as it relates to traffic
control, to public convenience and safety, and to other
contractors who may operate in the Project Site.
d. Notifications required of Contractor activities, and
coordinating with other entities and the public as
necessary.
e. Description of the sequencing of installation and types of
temporary pavement markings as it relates to planing and
to paving.
f. Description of the sequencing of installation of, and the
removal of, temporary pavement patch material around
exposed castings and as may be needed.
g. Description of procedures and equipment to identify hidden
metal in the pavement, such as survey monumentation,
monitoring wells, street car rail, and castings, before
planing, see Section 5-04.3(14)B2.
h. Description of how flaggers will be coordinated with the
planing, paving, and related operations.
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i. Description of sequencing of traffic controls for the process
of rigid pavement base repairs.
j. Other items the Engineer deems necessary to address.
2. Paving – additional topics:
a. When to start applying tack and coordinating with paving.
b. Types of equipment and numbers of each type of
equipment to be used. If more pieces of equipment than
personnel are proposed, describe the sequencing of the
personnel operating the types of equipment. Discuss the
continuance of operator personnel for each type equipment
as it relates to meeting Specification requirements.
c. Number of JMFs to be placed, and if more than one JMF
how the Contractor will ensure different JMFs are
distinguished, how pavers and MTVs are distinguished if
more than one JMF is being placed at the time, and how
pavers and MTVs are cleaned so that one JMF does not
adversely influence the other JMF.
d. Description of contingency plans for that day’s operations
such as equipment breakdown, rain out, and Supplier
shutdown of operations.
e. Number of sublots to be placed, sequencing of density
testing, and other sampling and testing.
5-04.3(15) Sealing Pavement Surfaces
Apply a fog seal where shown in the plans. Construct the fog seal in
accordance with Section 5-02.3. Unless otherwise approved by the
Engineer, apply the fog seal prior to opening to traffic.
5-04.3(16) HMA Road Approaches
HMA approaches shall be constructed at the locations shown in the
Plans or where staked by the Engineer. The Work shall be performed in
accordance with Section 5-04.
5-04.3(17) Pavement Reinforcement
The Contractor shall install the asphalt interlay fabric at the locations
and to the dimensions shown on the Plans and as directed by the
Engineer. The interlay fabric shall be placed on existing asphalt or
concrete pavement to be overlaid with HMA mix specified in the
contract.
CONSTRUCTION REQUIREMENTS
All equipment, tools, and machines used in the performance of the work
shall be subject to the approval of the Engineer and shall be maintained
in satisfactory working condition at all times.
Equipment for surface cleaning shall be capable of effectively removing
oil, grease, dust, dirt or other objectionable materials from the
pavement.
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Project Number: 20-3001.1
Application equipment shall consist of suitable brooms, distributor, and
laydown machine as required.
The distributor shall have a capacity of not less than 1,000 gallons and
shall be so designed, equipped, maintained and operated that asphalt
material of an even heat shall be uniformly applied at the required rate.
It shall be insulated and equipped with an adequate heating device. It
shall be equipped with a 10-foot spray bar with extensions, pressure
pump and gauge, with a volume gauge so located as to be observed
easily by the inspector from the ground, a tachometer to control
accurately the speed and spread of asphalt, and two thermometers, one
to be installed permanently in the tank to indicate temperature of the
asphalt at all times. The power for operating the pressure pump shall
be supplied by an independent power unit which will develop a
minimum of 25 pounds per square inch pressure at the spray bar.
The laydown machine shall consist of a small tractor with attachment
for the fabric installation. Bucket loaders or backhoes are not permitted
for installation.
The Contractor shall not begin application of the interlay fabric until he
has demonstrated, to the satisfaction of the Engineer, that all labor,
equipment, and materials necessary to apply the interlay fabric are
either on hand or readily available.
MATERIALS
The approved products are:
1. TenCate Mirafi MPM30 (PGM-30)
2. Tensar GlasPave 25
3. Roadmat RM35
The material properties of the asphalt interlay fabric shall conform to all
design and nominal performance standards of TenCate Mirafi MPM30
(PGM-30), Tensar GlasPave 25, Roadmat RM35 or the properties listed
below in Table 2.01. Submittals shall include independent confirmation
of the material properties.
Table 2.01 – Physical Properties of the asphalt interlay fabric
Property ASTM Test
Method Units Min. Avg.
Roll Value
Tensile Strength @ 0º
Tensile Strength @ 90º D5035 lbs/in 200
200
Tensile Elongation % < 5.0
Melting Point (glass) D276 °F (°C ) 450º (232º)
Asphalt Retention D6140 gal/yd² 0.10
Mass per Unit Area D5261 oz/yd² 4.0
STORAGE
The paving interlayer rolls shall be labeled, with a durable label
indicating manufacturer, product name or style number, roll and lot
number, and roll dimensions shall be attached to each roll.
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Project Number: 20-3001.1
The paving interlayer rolls shall be delivered and handled in a manner
to prevent damage and shall be inspected for defects and damage prior
to use.
The paving interlayer shall be stored in a dry covered condition, free
from dust, dirt, off the ground, flat to prevent bowing, protected from
precipitation, ultraviolet radiation, strong chemicals, sparks and flames,
temperatures in excess 71 °C (160 °F) and other environmental
condition that could cause damage.
WEATHER AND MOISTURE LIMITATIONS
Work shall not be done during wet weather conditions nor when the
pavement and ambient air temperatures are below 50°F. The pavement
shall be surface-dry at the time of the application of the asphalt.
SURFACE PREPARATION
All areas of base failure shall be removed and replaced to acceptable
industry standards for the specific traffic loads and condition of the
project.
Pre-Leveling, if necessary, shall be done prior to placing paving
interlayer. The pavement surface shall be free of all foreign materials
such as dirt, grease, etc. Prior to applying the asphalt, all dust and
loose material shall be removed from the pavement surface with
compressed air. Existing cracks shall be filled as specified elsewhere
under “Crack Sealing.”
In an overlay or milled surface application, repair all failed pavement
areas prior to installation of the paving interlayer. Fill all cracks ¼” or
greater with approved material.
Immediately prior to placement of paving interlayer, the pavement
surface shall be dry, cleaned of anything that would interfere with
adhesion, for E.g., vegetation, moss, dirt, gravel or water.
A leveling or "scratch" course is recommended when road surface is not
acceptable and shall be of proper gradation and sufficient thickness to
achieve a smooth, level surface with no gaps greater than ¼” depth
and width or be acceptable to the project engineer.
A finish grind may be used as an alternative to an asphalt leveling
course being placed, when you can achieve the final surface texture has
no cracks, gaps or vertical angles greater the ¼” depth and width or be
acceptable to the project engineer. In all cases the surface must be
clean and dry and the application rate of the Hot PG grade asphalt
binder shall be increased to insure complete interlayer saturation and
bonding.
INSTALLATION
A. Apply the asphalt interlay fabric in a hot PG graded asphalt binder.
Asphalt Emulsion is NOT acceptable for placing paving interlayer due
to time delay for it to break and the difficulty in insuring quality as
installed.
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Project Number: 20-3001.1
B. Asphalt Binder
1. A hot asphalt binder shall be applied to saturate the paving
interlayer (min. to be the asphalt retention rate) plus amount
needed to bond to existing surface and the new overlay. The
asphalt binder to be used shall be PG58H –22 (PG64 -22) or
higher. Sustained ambient temperatures (above 90º) may
require a stiffer binder gradation like PG58V –22 (PG70 -22) or
higher to improve set time and reduce risk of fabric pick-up
under construction traffic.
2. The hot asphalt binder shall be applied per the paving interlayer
manufacturer or as directed by the Engineer. For TenCate Mirafi
MPM30 the hot asphalt binder shall be applied at a rate of 0.10
Gal/SY on a new HMA leveling surface. On an old smooth surface
or a clean fine milled surface apply hot asphalt binder shall be
applied at a rate of 0.12 Gal/SY. For Tensar GlasPave 25 the hot
asphalt binder shall be applied at a rate of 0.15 Gal/SY on a new
pavement surface, 0.17 Gal/SY on an aged oxidized surface, and
a rate of 0.2 Gal/SY on a milled surface.
3. Spray application shall extend four (4) inches wider than width of
paving interlayer on lap side. Hot asphalt binder application shall
be wide enough to cover the entire width of engineered paving
mat material overlaps. The hot asphalt binder shall be applied
only as far in advance of the engineered paving mat material
installation as is appropriate to ensure a tacky surface at the
time of the engineered paving mat material placement. Traffic
shall not be allowed on the hot asphalt binder.
4. The hot asphalt binder shall be applied by a distributor truck in a
smooth uniform manner at as low a temperature as is possible to
achieve the right application rate, depending on ambient and
road surface temperatures and type of PG asphalt binder used.
Temperature of the hot asphalt binder shall be sufficiently high
enough to permit uniform spray pattern and shall be between
350º F and 400º F. The air temperature shall be 50º F and rising
for placement of the hot asphalt binder coat.
C. The paving interlayer shall be installed with equipment in good
working order that is capable of installing the fabric without wrinkles
or manually as needed and recommended by manufacturer.
1. Initial alignment of the interlay fabric is very important, since the
fabric direction cannot be changed appreciably without causing
wrinkles. If the alignment of the interlay fabric must be changed,
the fabric shall be cut and realigned, overlapping the previous
material and proceeding as before.
2. If manual lay-down methods are used, the paving fabric shall be
unrolled, aligned, and placed in increments of approximately
thirty (30) feet or as project engineer suggest.
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Project Number: 20-3001.1
3. The material shall be placed flat and wrinkle-free. The paving
interlayer installation may require hand brooming as necessary
to eliminate ripples that may occur during installation.
4. Brooming or squeegee of paving interlayer is required to insure
adequate adhesion into the hot asphalt binder before the hot
asphalt binder has cooled and lost tackiness. If the interlayer
wrinkles more than 1” height during installation, the wrinkle shall
be cut and lapped in the direction of paving. In these repaired
areas, additional hot asphalt binder shall be applied as needed to
achieve a sound bond to the substrate. Damaged engineered
paving mat shall be removed and replaced, per the
manufacturer's recommendations, at the contractor's expense
with the same type of material.
5. To ease installations around curves, the paving fabric can be
placed in shortened lengths by mechanical equipment or by
hand.
6. Paving interlayer shall be lapped two (2) to four (4) inches
longitudinally and two (2) to four (4) inches transversely.
Transverse laps shall be in the direction of the asphalt concrete
overlay placement insuring hot asphalt binder is placed under the
overlap. The interlay fabric shall be neatly cut and contoured at
all joints.
7. Excess hot asphalt binder that bleeds through the engineered
paving mat under normal construction traffic shall be countered
by broadcasting clean sand or hot mix to create a bond break
between the excess hot asphalt binder and the construction
equipment tires. Excess blotting sand shall be removed from the
interlayer prior to placing the HMA overlay. No other material,
such as asphalt release agents or diesel, shall be used for this
purpose.
8. No traffic, except necessary construction traffic or emergency
vehicles, shall be driven on the engineered paving mat, unless
approved by the engineer. If traffic on the interlayer is approved
by the engineer, clean sand shall be lightly broadcasted over the
engineered paving mat interlayer, and any loose sand shall be
removed prior to paving.
9. Turning of construction equipment and other vehicles shall be
gradual and kept to a minimum to avoid damage to the paving
interlayer. Caution: Parking on the installed paving fabric prior
to final overlay for extended periods could cause damage to the
interlayer.
10.Placement of the first lift of the HMA overlay shall closely follow
placement of the engineered paving mat. All areas in which the
engineered paving mat has been placed shall be paved during
the same day, unless approved otherwise by the engineer. In the
event of rainfall on the engineered paving mat prior to the
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Project Number: 20-3001.1
placement of the first HMA overlay lift, the engineered paving
mat shall be allowed to dry before the HMA is placed. The
compacted thickness of the first lift of the HMA overlay on the
engineered paving mat shall not be less than 1.5 inches, and the
temperature of the mix at placement shall not exceed the
engineered paving mat melting point temperature. Where the
total HMA overlay thickness is less than 1.5 inches, engineered
paving mat shall not be placed. NOTE: Minimum lift thickness
should be at least 3 times the nominal maximum aggregate size
to ensure aggregate can align themselves during compaction to
achieve required density and also to ensure mix is impermeable.
11.Paving interlayer should never be installed when it or the
pavement surface is wet.
12.The Contractor shall not place more interlay fabric on the
roadway than can be overlaid the same day with Hot Mix Asphalt.
No fabric, except that which is required for normal lapped joints,
shall be exposed to traffic.
13.In the event of breakdown of the paving operation, the interlay
fabric which has not been overlaid shall be dusted with sand to
break the tackiness of the sealant so traffic does not pick up the
fabric. The application rate shall uniformly dust the roadway as
approved by the Engineer. More than one application of sand
may be required. Before placing the asphalt concrete, the fabric
surface shall be broomed to remove the excess sand as directed
by the Engineer. The sand shall meet the graduation
requirements of the Section 9-03.1(2)B of the WSDOT Standard
Specifications.
WORKMANSHIP AND QUALITY CONTROL
A Technical Representative for the manufacturer of the paving
interlayer shall be on the project to work with the Contractor’s
personnel and to provide the necessary technical assistance to ensure
the satisfactory placement of the interlay fabric and HMA overlay. The
representative shall not leave the project until the Engineer is satisfied
that the Contractor has a full understanding of what is required to place
the interlay fabric satisfactorily. The installing contractor shall give
sufficient notice of planned work schedule such that proper inspection
of workmanship is accomplished.
1. Daily, the Contractor shall certify that interlayer was installed per
plans and specifications and confirm, by weight tickets and
measuring asphalt used, that the hot asphalt binder usage equates
to the specified amount for proper interlayer saturation and bonding.
2. Hot asphalt binder application rate shall not be reduced without the
Engineer’s approval.
3. Certification of compliance from the binder supplier shall be provided
for each load of hot asphalt binder delivered to the jobsite, showing
the type and quality of material delivered.
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Project Number: 20-3001.1
4. The Contractor shall provide satisfactory confirmation to the
Engineer, for each Street Section, showing the total quantity of
asphalt binder installed, at the proper application rate as published
by the manufacturer.
5-04.3(18) Speed Bump
Speed Bumps shall be constructed out of HMA Class ½”, PG58V-22 per
the details included on the plans. The new speed bumps shall be
constructed in the same existing location after the completion of the
final lift overlay.
The Contractor shall be responsible for referencing and documenting all
existing speed bumps. The Contractor's referencing plans shall indicate
reference points and offsets taken at consistent intervals sufficient to
restore all speed bumps to original locations. The Contractor shall
demonstrate to the Engineer that referencing has been accomplished
prior to performing any work which will remove the existing speed
bumps. The new speed bumps shall be constructed in accordance to the
details shown in the plans.
SECTION 5-04.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-04.4 Measurement
HMA Class 1/2", PG 58V-22 will be measured by the ton in accordance
with Section 1-09.2, with no deduction being made for the weight of
asphalt binder, mineral filler, or any other component of the mixture. If
the Contractor elects to remove and replace mix as allowed by
Section 5-04.3(11), the material removed will not be measured.
No measurement will be made for the installation, maintenance, and
removal of temporary pavement markings.
Asphalt Interlay Fabric will be measured by the square yard of asphalt
surface area reinforced with fabric, which is satisfactorily covered,
sealed and accepted.
PG Tack for Pavement Reinforcement will be measured by the gallon of
material for the installation of Asphalt Interlay Fabric, which is properly
applied, satisfactorily confirmed proper application rate with required
documentation, and accepted by the Engineer.
Asphalt Speed Bump shall be the entire width of the roadway and shall
be measured per each as shown on the plans. Each speed bump shall
be counted as “One” speed bump for the entire width of the roadway
including tack coat, and the chevrons pavement markings.
SECTION 5-04.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
5-04.5 Payment
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Project Number: 20-3001.1
Payment will be made in accordance with Section 1-04.1, for the
following bid items when they are included in the Proposal:
The unit contract price per ton for “HMA Class 1/2”, PG 58V-22” shall
be full compensation for all costs incurred to carry out the requirements
of Section 5-04 except for those costs included in other items which are
included in the Subsection and which are included in the Proposal. This
work shall include the cost to install an asphalt thickened edge and/or
the pre-leveling work in the areas identified on the plans. The cost for
anti-stripping additive and water shall be included in this bid item.
The unit contract price per square yard for “Planing Bituminous
Pavement, 2 Inch Thick” shall be full payment for all costs incurred to
perform the Work described in Section 5-04.3(14). This includes but is
not limited to complete compensation for all materials, tools, equipment
and labor necessary or incidental to plane/grind the thickness specified
on the plans, clean, sweep, haul, stockpile or dispose of the asphalt
pavement as specified on the plans or as directed by the Engineer. No
additional cost compensation shall be made for cold mix material to
provide a temporary transition from planed areas to existing pavement.
The areas of planing shown on the plans may be modified by the
Engineer based on the condition of the existing pavement.
Payment shall be made upon actual square yards planed/grind,
regardless of the full planing capacity of the equipment used.
The unit contract price per square yard for “Asphalt Interlay Fabric”
constitutes complete compensation for furnishing all labor, materials,
tools, equipment, and incidentals for performing the work involved in
cleaning the surface to be sealed, furnishing and placing the interlay
fabric and sand, and sand removal, in accordance with the
requirements of these specifications.
The unit contract price per gallon for “PG Tack For Pavement
Reinforcement” constitutes complete compensation for furnishing all
labor, materials, tools, equipment, and incidentals for performing the
work involved in furnishing, applying, and documenting application of
the hot asphalt binder, in accordance with the requirements of these
specifications.
The unit contract price per each for “Asphalt Speed Bump” shall be full
compensation for all costs incurred to remove the existing asphalt
speed bump and construct the asphalt speed bump as shown on the
plans. This includes but is not limited to complete compensation for all
materials, HMA, tools, equipment and labor necessary to remove the
existing asphalt speed bumps, surface preparation, and installation of
the new asphalt speed bumps as shown on the plans. This bid item
shall include all plastic markings shown on the design plans including
chevrons pavement markings.
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Project Number: 20-3001.1
(******)
Asphalt Cost Price Adjustment
The Contracting Agency will make an Asphalt Cost Price Adjustment,
either a credit or a payment, for qualifying changes in the reference
cost of asphalt binder. The adjustment will be applied to partial
payments made according to Section 1-09.9 for the following bid items
when they are included in the proposal:
“HMA Class 1/2”, PG 58V-22”
The adjustment is not a guarantee of full compensation for changes in
the cost of asphalt binder. The Contracting Agency does not guarantee
that asphalt binder will be available at the reference cost.
The Contracting Agency will establish the asphalt binder reference cost
twice each month and post the information on the Agency website at:
http://www.wsdot.wa.gov/Business/Construction/EscalationClauses.ht
m
The reference cost will be determined using posted prices furnished by
Poten & Partners, Inc. If the selected price source ceases to be
available for any reason, then the Contracting Agency will select a
substitute price source to establish the reference cost.
The base cost established for this contract is the reference cost posted
on the Agency website with an effective date immediately preceding the
bid opening date.
Adjustments will be based on the most current reference cost for
Western Washington as posted on the Agency website. For work
completed after all authorized working days are used, the adjustment
will be based on the posted reference cost during which contract time
was exhausted. The adjustment will be calculated as follows:
No adjustment will be made if the reference cost is within 5% of the
base cost.
Adjustment formulas for HMA items:
If the reference cost is greater than or equal to 105% of the base cost,
then
Adjustment = (Current Reference Cost – (1.05 x Base Cost)) x (Q x
0.056).
If the reference cost is less than or equal to 95% of the base cost, then
Adjustment = (Current Reference Cost – (0.95 x Base Cost)) x (Q x
0.056).
Where Q = total tons of all classes of HMA paid in the current month’s
progress payment.
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Project Number: 20-3001.1
“Asphalt Cost Price Adjustment”, by calculation.
“Asphalt Cost Price Adjustment” will be calculated and paid for as
described in this section. For the purpose of providing a common
proposal for all bidders, the Contracting Agency has entered an amount
in the proposal to become a part of the total bid by the Contractor.
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Project Number: 20-3001.1
DIVISION 7 – DRAINAGE STRUCTURES, STORM SEWERS,
SANITARY SEWERS, WATER MAINS AND CONDUITS
7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS
SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-05.3 Construction Requirements
Manhole frame and covers shall be cast gray or ductile iron (the lid
needs to be marked with (STORM), (WATER), or (SEWER)) and shall
comply with the following WSDOT Standard Plans as applicable:
B-30.70-04 Circular Frame (Ring) and Cover
Catch basin grates and solid covers shall be ductile iron and of the
locking type unless indicated otherwise on the plans and shall be in
accordance with Kent Standard Plans 5-4 through 5-16 as applicable.
Miscellaneous catch basin details shall be in accordance with Kent
Standard Plan 5-3.
ADA Frame and Grate shall conform to WSDOT Standard Plan B-30.15-
00 Alternative 1.
SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-05.3(1) Adjusting Manholes and Catch Basins to Grade
All construction in performing adjustments of existing or new utilities
shall conform to the WSDOT Standard Specifications, Kent Standard
Plans, and the Kent Special Provisions.
The Contractor shall coordinate with the following outside utility
purveyor to adjust their corresponding utilities.
Project Area Purveyor
Chestnut Ridge
(Sanitary Sewer)
Soos Creek Sewer and Water District
Nate Miller
(425)-531-4116
253-797-1049
nmiller@sooscreek.com
Note: Sewer lids adjustment in Chestnut Ridge are out of the Project’s
scope of work and not included in the bid proposal.
Locating all new and existing utilities to be adjusted following the
paving shall be the responsibility of the Contractor. The Contractor
shall mark or reference all affected utilities including traffic loops prior
to paving. Should it be determined by City personnel upon inspection
or by notification from other utility companies that the Contractor has
failed to adjust existing utilities, the Contractor shall be responsible for
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Project Number: 20-3001.1
completing the adjustments, at no additional cost to the utility company
or the City, even if the Contractor has vacated the project site.
If the Contractor neglects to reference utilities prior to paving, and for
example causes conflicts with or damage to traffic loops, the Contractor
shall be responsible to relocate or replace the traffic loops at no
additional cost to the City.
No less than 4 inches or greater than 16 inches shall be provided
between the top of the cone and the underside of the manhole frame
for adjustment to street grade or ground surface. Final elevation and
slope of the frame and cover shall conform to the final street surface.
All joints in the brick or ring adjustment shall be filled with grout, and
the castings shall be sealed in grout placed on the ring or brick. A 3/8
inch mortar lining shall be installed inside and out of the adjustment
section to form a smooth watertight finish. NOTE: The use or presence
of wood, asphalt, expansion joint material or other non-approved
product for catch basin or manhole adjustment shall be cause for
immediate rejection.
On asphalt concrete paving and/or asphalt resurfacing projects,
manholes, catch basins and similar structures shall not be adjusted
until the pavement is completed, at which time the center of each
structure shall be relocated from references previously established by
the Contractor. The pavement shall be cut in a restricted area and base
material removed to permit removal of the cover.
The asphalt concrete pavement shall be cut and removed to a neat
circle, the diameter of which shall be equal to the outside diameter of
the frame plus two feet. The frame shall be placed on concrete blocks
and fully mortared to the desired grade. The base materials and
crushed rock shall be removed and Cement Concrete Class 3000 shall
be placed so that the entire volume of the excavation and up to within,
but not to exceed 1-1/2 inches of the finished pavement surface. Note:
casting adjustments shall be made with cementitious materials only.
Wood, plastic, iron, aluminum, bituminous or similar materials are
prohibited.
On the following day, the concrete, the edges of the asphalt concrete
pavement, and the outer edge of the casting shall be painted with hot
asphalt cement. Asphalt concrete shall then be placed and compacted
with hand tampers and a patching roller. The completed patch shall
match the existing paved surface for texture, density, and uniformity of
grade. The joint between the patch and the existing pavement shall
then be painted with hot asphalt cement or asphalt emulsion and shall
be immediately covered with dry paving sand before the asphalt
cement solidifies.
SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-05.5 Payment
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Project Number: 20-3001.1
Adjust Existing Manhole Frame and Cover to Finished Grade”
Adjust Existing Catch Basin Frame and Grate to Finished Grade”
The unit contract price per each for the above items constitutes
complete compensation for furnishing all labor, materials, tools,
supplies, and equipment necessary to adjust the specified structure to
final finished grade as shown on the plans and described in the
specifications. This work includes but shall not be limited to:
excavating, dewatering, installing, connecting new or existing pipes,
backfilling, compacting, surface restoration, and referencing for future
locates prior to final overlay. Adjusting the grade by adding or
removing risers, grade rings, or sections as required will be included in
this bid item. Any adjustments made prior to the final finished elevation
shall be considered incidental.
The unit contract price per each for “Adjust Existing Sanitary Sewer
Cleanout to Finished Grade” constitutes complete compensation for
furnishing all labor, materials, tools, supplies, and equipment necessary
to adjust the specified structure to final finished grade as shown on the
plans and described in the specifications. This work includes but shall
not be limited to: excavating, dewatering, installing, backfilling,
compacting, surface restoration, referencing for future locates prior to
final overlay. Adjusting the grade by adding or removing risers, grade
rings, or sections as required will be included in this bid item. Any
adjustments made prior to the final finished elevation shall be
considered incidental.
The unit contract price per each for “Replace Existing Catch Basin
Rolled Frame and Grate with Rectangular Frame and Grate and Adjust
to Finished Grade” constitutes complete compensation for all labor,
materials, tools, supplies and equipment necessary to replace the
existing (rolled or through curb inlet)frame and grate, adjusting to the
planed grade, and adjusting to final finished grade as shown on the
plans and described in the specifications. The unit price bid shall
include but not be limited to excavating, dewatering, backfilling,
compacting, surface restoration, removing and disposing the existing
frame and grate, and providing and installing the new rectangular
frame and grate. Adjusting the grade by adding or removing risers,
grade rings, or sections as required will be included in this bid item.
Any adjustments made prior to the final finished elevation shall be
considered incidental. Any frames, grates, or risers shall be hauled and
disposed of by the Contractor unless deemed salvageable as
determined by the Engineer.
The unit contract price per each for “Replace Existing Catch Basin
Frame and Grate with ADA Locking Frame and Grate” constitutes
complete compensation for all labor, materials, tools, supplies and
equipment necessary to replace the existing frame and grate, adjusting
to the planed grade, and adjusting to final finished grade as shown on
the plans and described in the specifications. The unit price bid shall
include but not be limited to excavating, dewatering, backfilling,
compacting, surface restoration, removing and disposing the existing
frame and grate, and providing and installing the new ADA compliant
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Project Number: 20-3001.1
frame and grate. Adjusting the grade by adding or removing risers,
grade rings, or sections as required will be included in this bid item.
Any adjustments made prior to the final finished elevation shall be
considered incidental. Any frames, grates, or risers shall be hauled and
disposed of by the Contractor unless deemed salvageable as
determined by the Engineer.
“Replace Existing Manhole Rectangular Frame and Cover with Circular
Frame and Cover and Adjust to Finished Grade”
“Replace Existing Manhole Circular Frame and Cover and Adjust to
Finished Grade”
The unit contract price per each for the above items constitutes
complete compensation for all labor, materials, tools, supplies and
equipment necessary to remove the existing frame and cover and
furnish and install the new frame and locking cover as shown on the
plans and described in the specifications. This price shall also include
adjusting the new frame and cover by adding or removing risers, grade
rings, sections, and square to round convertor (as required) to match
the grade. Any adjustments made prior to the final finished elevation
shall be considered incidental. Any frames, covers, grates, or risers
shall be hauled and disposed of by the Contractor unless deemed
salvageable as determined by the Engineer.
The unit contract price per each for “Replace Existing Catch Basin
Frame and Grate and Adjust to Finished Grade” constitutes complete
compensation for all labor, materials, tools, supplies and equipment
necessary to replace the existing frame and grate, adjusting to the
planed grade, and adjusting to final finished grade as shown on the
plans and described in the specifications. The unit price bid shall include
but not be limited to excavating, dewatering, backfilling, compacting,
surface restoration, removing and disposing the existing frame and
grate, and providing and installing the new frame and grate. Adjusting
the grade by adding or removing risers, grade rings, or sections as
required will be included in this bid item. Any adjustments made prior
to the final finished elevation shall be considered incidental. Any
frames, grates, or risers shall be hauled and disposed of by the
Contractor unless deemed salvageable as determined by the Engineer.
7-12 VALVES FOR WATER MAINS
SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH
WITH THE FOLLOWING:
7-12.2 Materials
The following materials shall meet the requirements of the following
sections of the Kent Special Provisions:
Valve Boxes .................................. 9-30.3(4)
SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-12.3 Construction Requirements
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All valves shall have valve boxes installed with the cover lugs parallel to
the direction of water flow.
The Contractor shall coordinate with the following outside utility
purveyor to adjust their corresponding utilities.
Project Area Purveyor
Chestnut Ridge Soos Creek Sewer and Water District
Nate Miller
(425)-531-4116
253-797-1049
nmiller@sooscreek.com
Note: Water valves adjustment in Chestnut Ridge are out of the
Project’s scope of work and not included in the bid proposal.
SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
7-12.3(2) Replace Existing Valve Box Top Section and Lid
See Section 9-30.3(4) of the Kent Special Provisions for material
specifications.
Where shown in the plans or where directed by the Engineer, the
Contractor shall furnish and install new Valve Box Top Section and Lid
on existing water valves in accordance with the details shown in the
plans, these Kent Special Provisions or as directed by the Engineer. Lid
shall be the locking type.
On asphalt concrete paving and/or asphalt resurfacing projects, valve
box top section and similar structures shall not be adjusted and/or
installed until the pavement is completed, at which time the center of
each structure shall be relocated from referenced previously established
by the Contractor. The pavement shall be cut in a restricted area and
base material removed to permit removal of the old unit. The new
structure shall then be installed to proper grade utilizing the same
methods of construction as specified for new construction in Section
7-12 of the WSDOT Standard Specifications and the Kent Special
Provisions.
All valves covered by new paving shall be uncovered and adjusted to
grade within 72 hours.
7-12.3(3) Adjusting Valve Boxes to Grade
On asphalt concrete paving and/or asphalt resurfacing projects, valve
box top section and similar structures shall not be adjusted and/or
installed until the pavement is completed, at which time the center of
each structure shall be relocated from referenced previously established
by the Contractor. The pavement shall be cut in a restricted area and
base material removed to permit removal of the old unit. The new
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structure shall then be installed to proper grade utilizing the same
methods of construction as specified for new construction in Section
7-12 of the WSDOT Standard Specifications and the Kent Special
Provisions.
All valves covered by new paving shall be uncovered and adjusted to
grade within 72 hours.
SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-12.4 Measurement
Measurement of valve marker posts shall be incidental for new valve
installations, and per each for valve marker post installed opposite an
existing valve. Relocation and remarking of existing valve marker posts
shall be incidental to the project.
SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
7-12.5 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 price bid per each for “Replace Existing Valve Box Top Section
and Lid” constitutes complete compensation for all labor, materials and
equipment required to furnish and install the valve box top and lid and
adjust the top to final grade after the final lift of asphalt is placed. The
costs of excavating, removing and disposing of the existing valve box
top and lid are included in the unit bid price for replacing the valve box
top and lid. Reference Kent Standard Plan 3-7M. Any adjustments
made prior to the final finished elevation shall be considered incidental.
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DIVISION 8 – MISCELLANEOUS CONSTRUCTION
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL
SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.1 Description
This work consists of temporary erosion and sedimentation control
procedures (TESCP) as shown on the construction plans, specified in
these Kent Special Provisions, and ordered by the Engineer as work
proceeds. The TESCP are intended to minimize erosion and
sedimentation as well as protect waters of the state and the city’s
municipal separate storm sewer system (MS4) as required by law.
SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.2 Materials
Materials shall meet the requirements of the following sections of the
Kent Special Provisions and the WSDOT Standard Specifications:
Tackifier ............................... 8-01.3(2)E and 9-14.5(7)
Seed .................................... 8-02.3(9)B and 9-14.3
Fertilizer ............................... 8-02.3(9)B and 9-14.4
Mulch and Amendments .......... 8-02.3(11)A and 9-14.5
8-01.3 Construction Requirements
SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(1) General
Preventing and controlling pollution, erosion, runoff, and related
damage requires the Contractor to install temporary stormwater best
management practices (BMPs) as per the plans and as directed by the
City.
As site conditions dictate, additional BMPs may be required. The
contractor shall anticipate the need for additional best management
practices and propose necessary changes to the City.
Should the Contractor fail to install the required temporary erosion and
sediment control (TESC) measures or to perform maintenance in a
timely manner, or fail to take immediate action to install additional
approved measures, all fines, cost of cleanup, costs for delays and
down time shall be borne by the Contractor.
All cost for this work shall be paid for under the unit contract bid prices.
The upgrading of the TESCP facilities shall not constitute a basis for
additional working days for this project.
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The TESC facilities shall be in accordance with and conform to the Kent
Surface Water Design Manual, the WSDOT Standards Specifications,
and the Ecology Construction Stormwater General Permit (if applicable),
except as modified by the Kent Design and Construction Standards or
these Kent Special Provisions.
It shall be the responsibility of the Contractor to notify the City at once
of any TESC deficiencies or changes in conditions such as rutting and or
erosion that may occur during construction. The Contractor may
recommend possible solutions to the Engineer in order to resolve any
problems that are occurring.
The requirements of this section shall apply to all areas of the site
subject to construction activity as described in the WSDOT Standard
Specifications, the Kent Special Provisions and contract plans, including
Contractor construction support facilities, Contractor personnel parking
areas, equipment and material storage/laydown areas, and other areas
utilized by the Contractor for completion of the work. Nothing in this
section shall relieve the Contractor from complying with other contract
requirements.
SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(1)A Submittals
Prior to the start of any construction activities, the Contractor shall
submit for the Engineer’s review and approval, the following, as
necessitated by the work:
1. Spill Prevention Control and Countermeasures Plan
2. Name and contact info for Contractor’s CESCL
SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
8-01.3(1)F Applicable Regulations and Criteria
All construction activities are subject to applicable federal, state, and
local permits. The Contractor shall comply with requirements of
applicable state and local regulatory requirements, including, but not
limited to the following:
1. WAC 173-201A Water Quality Standards for Surface Waters of the
State of Washington
2. RCW 90.48.080 Discharge of pollutants in water prohibited
3. City of Kent 2017 Surface Water Design Manual
4. Construction Stormwater General Permit – WA Department of
Ecology
8-01.3(1)G Water Quality Monitoring
Sampling of site stormwater discharges is only required if the project is
covered under the WA Department of Ecology Construction Stormwater
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General Permit or if there is a suspected discharge that exceeds state
water quality standards.
If the project is covered under the Construction Stormwater General
Permit, then the Contractor shall conduct sampling as per the
conditions listed in the permit.
Any results that are outside the appropriate range of compliance will
require immediate implementation of adaptive management as outlined
in applicable permits, stormwater pollution prevention plan, and as
directed by the Engineer.
All sampling records shall be submitted to the Engineer by the last day
of the monitoring period. All necessary adaptive management
requirements shall be the responsibility of the Contractor to implement
and maintain.
All costs for this work shall be included in the various unit contract bid
prices.
SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(2)E Tackifiers
Unless specified otherwise, wood cellulose fiber mulch per Section
9-14.5(10) of the Standard Specifications shall have tackifier
incorporated into the mulch fiber during manufacture. If additional
tackifier is required, the tackifier shall be organic tackifier as specified
in Section 9-14.5(7)A of the WSDOT Standard Specifications. When
specified, tackifiers shall be applied in accordance with the
manufacturer's recommendations.
8-01.3(9) Sediment Control Barriers
SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(9)D Inlet Protection
Cleaning and maintenance of inlet protection shall not flush sediment,
or sediment-laden water into the downstream system.
SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-01.3(17) Vehicle Maintenance and Storage
Handling and storage of fuel, oil and chemicals shall not take place
within 50 feet of waterways. Storage shall be in dike tanks and barrels
with drip pans provided under the dispensing area. Shut-off and lock
valves shall be provided on hoses. Fuel, oil, and chemicals shall be
dispensed only during daylight hours unless approved by the engineer.
Fencing shall be provided around storage area. Locks shall be provided
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on all valves, pumps, and tanks. Materials used to clean up fuel, oil,
and chemical spills shall be disposed of as directed by the engineer.
Water used for washing vehicles and equipment shall not be allowed to
enter storm drains or other State waters. No processed waste water(s)
of any kind shall be discharged onto the ground, to surface waters, or
to stormwater conveyance systems.
SECTION 8-01.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.5(2) Payment
The unit contract price per each for “Inlet Protection” shall be full pay
for furnishing all labor, materials, tools and equipment necessary to
construct, maintain, and remove when no longer required, this
temporary erosion control measure. No other further compensation will
be made.
The unit contract price per hour for “ESC Lead” shall be full pay for all
duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control
(ESC) Lead) in per hour increments.
8-02 ROADSIDE RESTORATION
SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.1 Description
Drawings and Specifications:
Definitions: The word “provide” means “furnish and install” (for
landscaping only).
Dimensions and Measurements: Dimensions govern when shown. Scale
is approximate. Contractor shall check all dimensions in the field and
verify them with respect to adjacent or incorporated work. Any
discrepancies in the drawings shall be brought to the immediate
attention of the Engineer before work proceeds further.
Number of Specified Items Required: Wherever in these Kent Special
Provisions an article, device or piece of equipment is referred to in the
singular number, such reference shall include as many such items as
are shown on drawings or required to complete the installation.
SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-02.1(1) Submittals
The Contractor shall submit within 20 days after Notice to Proceed date
a list of all plant material indicating source of supply, order invoice, size
and quantity for such species or variety.
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All plant materials shall meet requirements of State and Federal laws
with respect to inspection for plant diseases and infestations. Inspection
certificates required by law shall accompany each shipment of plant
material and submitted to the Engineer.
SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-02.2 Materials
Materials shall meet the requirements of the following sections:
Topsoil Type A, Type B, and Type C ............. 9-14.2(1), (2), (3)
Seed ....................................................... 9-14.3
Fertilizer .................................................. 9-14.4
Mulch and Amendments ............................ 9-14.5
Wood Cellulose Fiber ................................ 9-14.5(10)
Botanical identification and nomenclature of plant materials shall be
based on descriptions by Bailey in “Hortus Third” or superseding
editions and amendments.
8-02.3 Construction Requirements
SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(1) Responsibility During Construction
The Contractor shall at all times keep the planted areas free from
accumulations of waste materials or rubbish. Upon completion of the
planting work, the Contractor shall immediately remove all refuse and
debris resulting from the planting activities. The project will not receive
either preliminary or final approval if the cleanup does not meet with
the approval of the Engineer.
SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(3) Weed and Pest Control
During the maintenance period, all weeds are to be removed by hand.
SECTION 8-02.3(5)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(5)A Seeding Area Preparation
The Contractor shall excavate planting pits to a depth of three feet
below the top of adjacent sidewalks, or adjacent ground if trees are not
being planted in sidewalk cutouts. Tree pits shall be about three feet in
diameter, and shall be neat and uniform basins around each tree. The
Contractor shall then place special planting mixture into the tree basins,
bringing to grade about one and one-half foot below the top of the
planter by compaction by repeated watering.
Refer to Section 8-02.3(4) of the WSDOT Standard Specifications.
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SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(7) Layout of Planting, Lawn and Seeding Areas
The location of plantings shall be according to the landscaping details,
unless otherwise directed by the Engineer. The Contractor shall layout
tree, shrub and herbaceous plant locations and receive the approval of
the Engineer before planting begins.
SECTION 8-02.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(8) Planting
All plants shall be carefully placed in excavated holes to prevent
damage to fibrous root systems during placement and backfilling
operations, with burlap or container removed. Plants shall be set
vertically in the center of the pits, backfilled with native soil, watered
and settled so that the crown of the root ball will have the same
relation to finished grade as it bore to the grade of the ground from
which it was dug.
SECTION 8-02.3(8)C IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(8)C Pruning, Staking, Guying, and Wrapping
Pruning shall be limited to the minimum amount necessary to remove
injured twigs and branches. Only cut injured limbs to the nearest lateral
bud. Do not apply tree wound paint or petroleum product to tree cuts.
The Contractor shall use rootball bracing (triangle method) rather than
staking or guying to support new trees.
8-02.3(9) Seeding, Fertilizing and Mulching
SECTION 8-02.3(9)A IS REVISED BY DELETING THE FIRST THREE
PARAGRAPHS AND REPLACING WITH THE FOLLOWING:
8-02.3(9)A Dates for Application of Seed
Unless otherwise approved by the Engineer, the final application of
seeding, fertilizing, and mulching of slopes shall be performed during
the following periods:
West of the summit of the Cascade Range - March 1 to May 15 and
August 15 to October 1. Where contract timing is appropriate, seeding,
fertilizing, and mulching shall be accomplished during the spring period
listed above. Written permission to seed after October 1 will only be
given when physical completion of the project is imminent and the
environmental conditions are conducive to satisfactory growth.
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SECTION 8-02.3(9)B IS DELETED AND REPLACED WITH THE FOLLOWING:
8-02.3(9)B Seeding and Fertilizing
Topsoil and all other unpaved and unsodded areas disturbed as part of this
project shall be seeded. Hand Seeding shall be the method of seed
application for this project.
The Contractor shall notify the Engineer not less than 48 hours in
advance of any seeding operation and shall not begin the work until
areas prepared or designated for seeding have been approved.
Following the Engineer's approval, hydroseeding of the approved slopes
shall begin immediately.
Seeding shall not be done during windy weather or when the ground is
frozen, excessively wet, or otherwise untillable.
Hand Seeding shall be applied at the rate of 6 pounds per 1,000 square
feet. The seed shall be applied by an approved hand held spreader.
The seed shall be evenly distributed over the disturbed area. Apply
seed mix after fertilizing and rake the seed into the surface soil to a
depth of 1/4-inch.
Seed Mix B shall be used for seeded areas adjacent to grass lawns,
sidewalk landscape areas, within seeded medians, and within seeded
traffic islands. In addition, Mix B shall be used for all seeded areas not
specifically showing Mix A on the plans, or where otherwise directed by
the Engineer.
The Contractor shall begin maintenance immediately after seeding for a
minimum of ten (10) weeks or longer as needed. Water seeded areas
before seeded has completely dried out. Water slowly and thoroughly
with fine spray nozzle. Water the seeded areas at least twice daily (in
the early morning and late afternoon) until the grass is well established
as determined by the Engineer. Repeat watering operation as required
by climatic conditions to keep areas moist for a minimum period of 2
weeks from the day of first watering and as necessary for healthy
growth.
Mulch: As needed to meet requirements of Sections 8-01.3(2)D and 9-
14.5.
Fertilizer: All areas which are seeded shall receive fertilizer of the
following proportions and formulation applied at the rate of 400 pounds
per acre. All areas which are seeded shall receive fertilizer meeting the
requirements of Section 9-14.4 of the Kent Special Provisions.
Fertilizer shall not be applied on any creek side slopes in order to avoid
contamination of these creeks.
SECTION 8-02.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(9)D Inspection
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Inspection of seeded areas shall be made upon completion of seeding
operations, at the end of the maintenance period, and at any time
during the maintenance period. The Contractor shall reseed, re-mulch
or re-fertilize as required to establish a uniform, thick stand of grass. A
uniform stand of grass shall be defined as any grass area with no spots
greater than one square foot.
Areas failing to show a uniform thick, healthy stand of grass after the
maintenance period shall be reseeded consistent with the Kent Special
Provisions at the Contractor's expense. Reseeded areas will be subject
to inspection for acceptance.
SECTION 8-02.3(9)E IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(9)E Protection and Care of Seeded Areas
Protect adjacent property, public walks, curbs and pavement from
damage. Do not place soil directly on paved surfaces. Locate all
underground utilities prior to the commencement of work. Keep streets
and area drains open and free flowing. Protect all seeding against wind,
storm, and trespassing. Replace any plants that become damaged or
injured. In seeded areas, treat and reseed damaged spots larger than
one square foot.
SECTION 8-02.3(11)B IS REVISED AS FOLLOWS:
8-02.3(11)B Wood Chip Mulch
Revise all references in this section from bark or wood chip mulch to
“wood chip mulch.”
Add “A sample of the wood chip mulch shall be provided to the Engineer
or project Ecologist in a 1-gallon re-closable bag at least seven (7) days
prior to application.”
SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-02.3(17) Plant and Site Protection During Entire Construction Period
The Contractor shall:
1. Protect existing trees to remain and new plants against injury and
damage, including but not limited to: cutting, breaking, or
skinning of roots, trunk or branches, or smothering by stockpiling
construction material, or compaction by equipment.
2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines
of all existing trees, so as not to damage the root systems.
3. Notify Engineer immediately if a conflict arises between
construction activity and the protection of trees and shrubs; alter
methods as necessary and as approved by the Engineer.
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SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.5 Payment
The bid item “Landscape Restoration” shall be paid by force account in
accordance with Section 1-09.6 of the WSDOT Standard Specifications.
This payment shall constitute complete compensation for all labor,
materials, tools and equipment necessary for removing, storing and
replanting the existing plants in those areas where landscaping was
removed during construction. This item includes, but is not limited to
top soil, wood chip mulch, SOD, hand seeding, mulching, fertilizing,
watering, shrubs, deciduous trees and ground cover for the restoration.
A list of those plant material items being removed and replanted are to
be provided by the Contractor and shall be given to the Engineer for
review and approval prior to installation. All disturbed areas shall be
restored to its original condition.
8-03 IRRIGATION SYSTEMS
SECTION 8-03.1 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-03.1 Description
The work shall also consist of removal/ repair and modification of
existing irrigation systems and installation of new components as
necessary to accommodate the new improvements. Irrigation systems
may exist at various locations within the project area. The design and
actual configuration of these systems is unknown. AS these systems
are located in the field, the extent of the work and materials needed
will be determined to keep the remaining portions of these systems
operational.
SECTION 8-03.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-03.3 Construction Requirements
The Contractor shall submit to the City a schematic plan of the work to
be done and the components to be installed for review and approval
prior to proceeding with the work.
SECTION 8-03 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
SECTION 8-03.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-03.5 Payment
The bid item “Existing Irrigation Systems Repair and/or Modification”
shall be paid by force account in accordance with Section 1-09.6 of the
WSDOT Standard Specifications. This payment shall constitute
complete compensation for all labor, tools, materials and equipment
necessary to complete the work described above as approved by the
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City. This item also includes all costs to test the existing irrigation
system to determine if the system is operational. If the Contractor fails
to test an irrigation system and the property owner claims the system
was operational before the system was removed or modified, the
Contractor shall replace, restore or repair the irrigation system at the
Contractor’s sole expense. This item also includes all costs to submit
plans and obtain approval from the City for the work to be completed.
8-04 CURBS, GUTTERS, AND SPILLWAYS
8-04.3 Construction Requirements
SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-04.3(1) Cement Concrete Curbs, Gutters and Spillways
Prior to removal of cement concrete curbs, gutter and spillways, the
Contractor must place a flow line offset to confirm that curb and gutter
are constructed to its original location.
If the curb and gutter flow line is found to deviate from the flow line
shown on the plans by more than 0.03 foot, the Contractor shall
remove the faulty section of curb and gutter and replace it with a new
section meeting specifications. The removal and replacement shall be
at no cost to the City.
SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-04.5 Payment
The unit contract price per linear foot for “Pedestrian Curb” shall be
considered complete compensation for all materials, labor, tools and
equipment required to install the concrete pedestrian curbs in
accordance with the plans, specifications and as directed by the
Engineer.
The unit contract price per linear foot for “Cement Concrete Curb and
Gutter” shall be considered complete compensation for all materials,
labor, tools and equipment required to install the concrete curb and
gutter in accordance with the plans, specifications and as directed by
the Engineer. This bid item will include depressed curb and gutter,
rolled curb and gutter, vertical curb and gutter and all transitions
between curbing types as specified on the plans.
The unit contract price per linear foot for “Cement Concrete Extruded
Curb” shall be considered complete compensation for all materials,
labor, tools and equipment required to install the curbs in accordance
with the plans, specifications and as directed by the Engineer.
8-09 RAISED PAVEMENT MARKERS
SECTION 8-09.1 IS DELETED AND REPLACED WITH THE FOLLOWING:
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8-09.1 Description
This work shall consist of furnishing, and installing new pavement
markers of the type specified in the plans upon the roadway surface in
accordance with applicable Kent Standard Plans and/or WSDOT
Standard Plans at locations shown in the Contract or as directed by the
Engineer. Removal of existing pavement markers shall be included in
the unit bid price for this item unless otherwise specified.
Unless otherwise noted, pavement markings shall be installed in strict
conformance to Kent Standard Plan 6-74.
8-09.3 Construction Requirements
SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING:
8-09.3(1) Preliminary Spotting
The Contractor shall be responsible for referencing and documenting all
existing pavement markings. The Contractor's referencing plans shall
indicate reference points and offsets taken at consistent intervals
sufficient to restore all pavement markings to original configuration
within two inches unless otherwise noted on the plans. The Contractor
shall demonstrate to the Engineer that referencing has been
accomplished prior to performing any work which will remove or cover
the existing markings. Approval by the Engineer is required before the
placement of raised pavement markers begins. Preliminary spotting to
guide the placement of raised pavement markers is required for all
longitudinal lines. Preliminary spotting for each lane of raised pavement
markers shall be provided at transition points required by Kent
Standard Plan 6-74.
SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-09.3(2) Surface Preparation
In removing raised pavement markers and plastic traffic buttons, the
Contractor shall:
1. Haul broken-up pieces of raised pavement markers, plastic traffic
buttons and all waste material to an off-project site, unless
otherwise directed by the Engineer, or permitted by the Kent
Special Provisions.
2. Remove all sand, or other waste materials deposited on the
pavement, or within the City’s stormwater management system,
as a result of the removal process selected by the Contractor.
3. Install temporary lane markings at their sole expense, unless the
street is going to be remarked, or overlaid immediately after the
completed removal of raised pavement markers and/or plastic
traffic buttons.
4. Take suitable care so as not to damage the underlying pavement
surface more than necessary, clean all underlying pavement,
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including the complete removal of all remaining adhesive, and fill
any surface voids caused by the removal work.
SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-09.4 Measurement
When shown as lump sum in the plans or in the Proposal as removal of
raised pavement markers and plastic traffic markings, no specific unit
of measurement will apply, but measurement will be for the sum total
of all items for a complete removal of the subject items.
SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-09.5 Payment
The lump sum contract price for “Removal of Raised Pavement Markers
and Painted and/or Thermoplastic Traffic Markings” constitutes
complete compensation for all labor, materials, tools, supplies and
equipment necessary to remove and dispose of the raised pavement
markers and painted and/or thermoplastic traffic markings as described
in the specifications or as directed by the Engineer.
8-13 MONUMENT CASES
SECTION 8-13.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-13.1 Description
This work also consists of adjusting existing monument case by adding
risers with appropriate height and diameter to finished grade. The
existing monument and casing shall not be disturbed. This work
also includes referencing for future locates prior to construction
activities.
SECTION 8-13.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-13.2 Materials
Riser ............................................ 9-22.1
SECTION 8-13.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-13.3 Construction Requirements
The actual survey monument is not to be disturbed. If the existing
survey monument damaged or destroyed, the contractor shall contact
the Engineer and the contractor will be responsible for furnishing and
installing a new monument, case, and cover.
The monument’s case and cover shall be lowered prior to grind and
overlay and install new riser to adjust the case and cover to finished
grade after the overlay. If a case and cover cannot be lowered, as
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determined by the Engineer, the contractor shall plane around the
existing case and cover.
Where the overlay will be placed on existing pavement without planing
the contractor shall protect the existing case and cover and install new
riser case and cover to finished grade.
SECTION 8-13.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-13.4 Measurement
Measurement per each for “Install New Riser for Monument’s Case and
Cover and Adjust to Finished Grade” will be by the unit of each new
monument’s riser installed.
SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-13.5 Payment
Payment will be made in accordance with Section 1-04.1, for the
following bid items when they are included in the Proposal:
The unit contract price per each for “Install New Riser for Monument’s
Case and Cover and Adjust to Finished Grade” constitutes complete
compensation for furnishing all labor, materials, tools, supplies, and
equipment necessary to protect the existing monument and adjust the
monument’s case and cover to finished grade with furnishing and
installing a new riser as shown on the plans and described in the
specifications. This work includes but shall not be limited to:
referencing for future locates prior to overlay, excavating, backfilling,
compacting, surfacing and restoration. Any adjustments made prior to
the final finished elevation shall be considered incidental to this bid
item. Reference Kent Standard Plan 6-72aM and 6-72bM.
8-14 CEMENT CONCRETE SIDEWALKS
SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-14.1 Description
This work shall also consist of constructing sidewalk ramp with the type
and location, and in accordance to the slopes and dimensions, shown in
the plans.
SECTION 8-14.3(2) IS SUPPLEMENTED WITH THE FOLLOWING:
8-14.3(2) Forms
The Contractor shall match existing curb return including radius and
elevations unless otherwise noted. The Contractor is responsible for
obtaining the horizontal and vertical information needed from the
existing curb to construct the new curb in the same location.
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The Inspector may spot check formwork with an electronic level and/or
measuring tape. Inspector spot check of formwork does not release the
Contractor of its obligation to meet the Contract requirements. The
Contractor is responsible for establishing and verifying that all curb
ramp slopes complies with the Contract Plan.
SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
8-14.3(3) Placing and Finishing Concrete
The concrete shall be placed in the forms and struck off with an
approved straightedge. As soon as the surface can be worked, it shall
be troweled smooth with a steel trowel.
After troweling and before installing the contraction joints or perimeter
edging, the walking surfaces of the sidewalk and ramps shall be
brushed in a traverse direction with a stiff bristled broom. The curb
face and top on the monolithic cement concrete curb and sidewalk and
the cement concrete sidewalk with raised edge shall be smooth.
Expansion and contraction joints shall be constructed as shown in the
Standard plans. When the sidewalk abuts a cement concrete curb or
curb and gutter, the expansion joints in the sidewalk shall have the
same spacing as the curb.
Curb ramp cross slope shall be constructed to not exceed 1.5% cross
slope. Curb ramp running slopes shall be constructed to not exceed
noted ramp running slopes in the plans. Landing shall be constructed
to not exceed slopes noted in the plans.
Curb ramps shall be of the type specified in the Plans and shall include
the detectable warning surface. The detectable warning pattern shall
have the truncated dome shape shown in the Standard Plans. The two-
foot wide detectable warning surface, unless specified, shall be yellow
and shall match the color of “Standard Interstate Yellow” paint as
specified in Formula K-2-83.
SECTION 8-14.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-14.3(5) Detectable Warning Surface
Detectable warning surface (Truncated domes) placed on cement
concrete or an existing surface including asphalt ramps or existing
concrete ramps where specified on the plans shall be yellow, non-skid
Vanguard ADA Systems - Detectable Warnings or an approved equal
and shall be installed by a licensed Vanguard installer per the
manufacturers specifications. The detectable warning surface used shall
be continuously 2’ wide along curb ramp radii with no gaps.
SECTION 8-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
8-14.3(6) Stamped Colored Concrete
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Project Number: 20-3001.1
8-14.3(6)A Materials
Stamped Colored Concrete Strip shall consist of a 12-inch wide strip
with full depth colored cement concrete with the length as shown on
the plans. The Stamped Colored Concrete Strip shall be installed to the
back of the bike ramps in the locations as shown in the plans.
A. All cement pigments for coloring the concrete shall be liquid mineral
oxide pigments conforming to the requirements of ASTM C979,
Standard Specification for Pigments for Integrally-Colored Concrete.
B. Provide Material Safety Data Sheets (MSDS) for all concrete pigment
materials used for this Contract.
C. Furnish ONLY one (1) of the following full-depth pigment systems for
integrally-colored concrete or any other approved equal:
1. L. M. SCOFIELD systems liquid CHROMIX-ML. The full-depth
color is to be the equivalent of Davis Colors Tile Red #1117.
2. DAVIS COLORS Hydrotint Aqueous Dispersion. The full-depth
color is to be Tile Red #1117.
3. SOLOMON COLORS - SGS ColorFlo Liquid Pigments. The full-
depth color is to be the equivalent of Davis Colors Tile Red
#1117.
D. The embossed surface pattern shall be imprinted using Brickform
London Cobble Textured Mat #EF-540-S/O.
E. Concrete Curing Materials shall be in strict conformance with the
written requirements of the manufacturer of the concrete pigment.
F. Furnish one (1) of the following combinations of form release agent
and surface sealant for use on the surface of the integrally-colored
concrete or any other approved equal:
1. L.M. SCOFIELD SYSTEMS Lithotex release agent equivalent to
Brickform Antique Release Agent #100 Dark Gray, and WR
Meadows Sealtight CS-309-25 clear sealer.
2. SOLOMON COLORS – BRICKFORM Antique Release Agent #100
Dark Gray, and WR Meadows Sealtight CS-309-25 clear sealer.
8-14.3(6)B Placing and Finishing
A. Cover all adjacent existing concrete and structures with 8-mil HDPE
plastic to prevent the discoloration of previously-installed concrete.
B. All joints for stamped colored concrete shall be provided by installing
preformed joint material while the concrete is still in a plastic state.
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All such joints in stamped concrete shall be exactly aligned and
coincident with the false joints in the stamped pattern.
C. The Contractor shall perform curing of colored concrete in strict
accordance with the written curing instructions of the manufacturer
of the concrete pigment.
D. During the curing period for colored concrete, all pedestrians and
bicyclist traffic shall be positively excluded from access to the
concrete.
SECTION 8-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-14.4 Measurement
Cement concrete sidewalk, 4-inch-thick will be measured by the square
yard of finished surface, includes the concrete transition areas to
existing concrete behind the back of sidewalk and behind the back of
curb ramps, and will not include the surface area of the curb ramps.
Cement concrete bike ramp will be measured per each for the complete
bike ramp installed including the stamped colored concrete strip
(incidental) that separates the bike ramp from the pedestrian sidewalk.
SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-14.5 Payment
Payment will be made in accordance with Section 1-04.1 for the
following bid items when included in the Proposal:
“Cement Concrete Sidewalk,” per square yard
“Cement Concrete Sidewalk Ramp Type Parallel A,” per each
“Cement Concrete Sidewalk Ramp Type Parallel B,” per each
“Cement Concrete Sidewalk Ramp Type Single Direction A,” per each
“Cement Concrete Sidewalk Ramp Type Combination,” per each
“Cement Concrete Sidewalk Ramp Type Single Combination,” per each
The unit bid per square yard or per each for the above items constitutes
complete compensation for all materials, labor, tools and equipment
necessary to install cement concrete sidewalk, sidewalk ramps with
detectable warning surface as shown on the drawings and in
accordance with the Kent Special Provisions. The unit price shall
include but not be limited to: restoration of areas adjacent to sidewalks
and ramps that are disturbed from sidewalk forms, and all other
materials, labor, tools and equipment to fulfill the requirements or as
directed by the Engineer. Crushed Surfacing Top Course and Asphalt
Concrete Pavement Patch, Excavation and Gravel Borrow as required
shall be paid for under separate bid items. Unit price shall also include
all work necessary to discontinue sidewalk panels at locations of
existing power poles. The detectable warning surface (DWS) for each
cement concrete sidewalk ramp shall be considered incidental to the
ramp’s bid item price. Bid price also includes all work associated with
temporary removal and replacement of any obstructions at the back of
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the existing sidewalk. Bid price also includes any joint filler or bond
breaker between these obstructions and the new sidewalk/ ramps.
The unit contract price per each for “Cement Concrete Bike Ramp”
items constitutes complete compensation for all materials, labor, tools
and equipment necessary to install cement concrete bike ramps with
the stamped colored concrete strip as shown on the drawings and in
accordance with the Kent Special Provisions. The unit price shall include
but not be limited to: restoration of areas adjacent to sidewalks and
ramps that are disturbed from ramp forms, and all other materials,
labor, tools and equipment to fulfill the requirements or as directed by
the Engineer. The bid item price shall also include complete
compensation for all materials, labor, tools and equipment necessary to
install and curing of the stamped colored concrete strip. Crushed
Surfacing Top Course and Asphalt Concrete Pavement Patch,
Excavation and Gravel Borrow as required shall be paid for under
separate bid items.
8-18 MAILBOX SUPPORT
SECTION 8-18.3 IS REVISED AS FOLLOWS:
8-18.3 Construction Requirements
THE SECOND PARAGRAPH IS REPLACED WITH THE FOLLOWING:
The existing mailboxes are to be relocated to accommodate the new
construction. Within 12 hours of being removed, existing mailboxes
shall be reset at a temporary or permanent location. See Kent Standard
Plan 6-70.
New supports shall be in accordance with WSDOT Standard Plans H-
70.10-01, and H-70.20-01.
THE THIRD PARAGRAPH IS REPLACED WITH THE FOLLOWING:
New mailbox supports which are not to be installed within sidewalks or
walkways, shall be backfilled with adjacent native material and
compacted to the satisfaction of the Engineer. Mailbox supports which
are to be installed within sidewalks or walkways shall be enclosed
within 8 inch diameter PVC sleeves and then backfilled with adjacent
native material and compacted to the satisfaction of the engineer.
SECTION 8-18.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-18.4 Measurement
“Remove and Reset Existing Mailbox” will be measured per each
mailbox support relocated and installed in its permanent location
including all the mailboxes on the support. No payment will be made for
installing the mailbox support in a temporary location. The installation
of the mailbox support in a temporary location shall be considered
incidental with the bid item price.
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“Mailbox Support, Type 1” and “Mailbox Support, Type 2” will be
measured per each mailbox support furnished and installed in its
permanent location including install the existing mailboxes on the new
support.
SECTION 8-18.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-18.5 Payment
The unit contract price per each for “Remove and Reset Existing
Mailbox” shall constitute complete compensation for all labor, materials,
tools, supplies and equipment necessary to remove and reset the
existing mailbox and support as shown on the plans and described in
the specifications. This item includes resetting at a temporary location
if required and later resetting to the existing or the new permanent
location. The bid item price shall include all bolts, concrete foundation,
and all other materials needed. The temporary and the new permanent
locations for the mailbox support shall be approved by engineer prior to
installation.
The unit contract price per each for “Mailbox Support, Type 1” shall
constitute complete compensation for all labor, materials, tools,
supplies and equipment necessary to furnish and install new mailbox
support (steel post) as shown on the plans and described in the
specifications. The bid item price shall include all bolts, steel post,
platform, foundation, remove the old support, and all other materials
needed to install the existing mailboxes on the new support as shown in
the standard plans. The temporary and the new permanent locations for
the mailbox support shall be approved by engineer prior to installation.
No payment will be made for installing the mailbox support in a
temporary location. The installation of the mailbox support in a
temporary location shall be considered incidental with the bid item price
The unit contract price per each for “Mailbox Support, Type 2” shall
constitute complete compensation for all labor, materials, tools,
supplies and equipment necessary to furnish and install new mailbox
support (multiple box installation type) as shown on the plans and
described in the specifications. The bid item price shall include all bolts,
steel post, platform, foundation, remove the old support, and all other
materials needed to install the existing mailboxes on the new support
as shown in the standard plans. The temporary and the new permanent
locations for the mailbox support shall be approved by engineer prior to
installation. No payment will be made for installing the mailbox support
in a temporary location. The installation of the mailbox support in a
temporary location shall be considered incidental with the bid item
price.
8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT
TRANSPORTATION SYSTEMS, AND ELECTRICAL
SECTION 8-20.1 IS REVISED AS FOLLOWS:
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Project Number: 20-3001.1
8-20.1 Description
THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS:
Unless otherwise noted in the plans, the locations of traffic signal poles,
controller cabinets, and street light standards are exact. The locations
of junction boxes, conduits and similar appurtenances shown in the
plans are approximate; and the proposed locations will be staked or
similarly marked by the Contractor and approved by the Engineer.
8-20.2 Materials
SECTION 8-20.2(1) IS REVISED BY ADDING THE FOLLOWING TO PARAGRAPH
3, FOLLOWING ITEM 2:
8-20.2(1) Equipment List and Drawings
3. Photometric curve data provided in electronic format IES format
files provided on a 3 1/2 inch diskette or CD-ROM disk.
4. Photometric calculations showing that the proposed luminaire
meets the minimum street lighting requirements of the City.
5. Catalog Cuts and/or ordering information clearly showing selected
luminaire options.
8-20.3 Construction Requirements
SECTION 8-20.3(5) IS REVISED AS FOLLOWS:
8-20.3(5) Conduit
THE SECOND PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE
FOLLOWING:
The size of conduit used shall be that size shown in the plans. Conduits
smaller than 2-inch electrical trade size shall not be used. No conduit
run shall exceed 225 degree total bends in any run without prior
approval of the Engineer.
THE FOLLOWING PARAGRAPH IS ADDED AFTER THE SECOND PARAGRAPH:
The Contractor shall install 1/4 inch diameter nylon pull rope in all
conduit runs. A tracer wire terminating within junction boxes shall be
installed in all conduits intended for future use. The tracer wire shall be
uninsulated #8 AWG stranded copper.
THE FOLLOWING CHANGES APPLY TO THE NUMBERED ITEMS FOLLOWING
THE WORDS “Galvanized steel conduit shall be installed at the following
locations:”
Item 1. Change to read “All State highway roadbed crossings”
Item 3. Contents are deleted, leaving it BLANK
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THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED
WITH THE FOLLOWING:
SECTION 8-20.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes
Slip-resistant surfaces (non-skid) shall have a static coefficient of
friction (COF) of 0.6 and WSDOT initial approval such as the Mebec1
(their most aggressive surface) manufactured by IKG Industries,
SlipNOT Grade 3 – coarse manufactured by W.S. Molnar Company or
the TH605 manufactured by Thermion, Inc.
THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED
WITH THE FOLLOWING:
8-20.3(8) Wiring
All splices in underground illumination circuits and induction loops
circuits shall be installed within junction boxes. The only splice allowed
in induction loop circuits shall be the splice connecting the induction
loop lead in conductors to the shielded home run cable. Splices for
illumination circuits, including two way, three way, four way and aerial
splices, and splices for induction loop circuits shall be spliced with
copper crimped solder-less connectors installed with an approved tool
designed for the purpose to securely join the wires both mechanically
and electrically. Splices shall then be wrapped with moisture sealing
tape meeting the requirements of Sections 9-29.12(1) and 9-29.12(2)
of the Kent Special Provisions to seal each splice individually, unless
otherwise specified by the Engineer. In no case shall epoxy splice kits
be permitted.
SECTION 8-20.3(10) IS REVISED AS FOLLOWS:
8-20.3(10) Service, Transformer, and Intelligent Transportation System
(ITS) Cabinets
THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY.
SECTION 8-20.3(14)C IS REVISED AS FOLLOWS:
8-20.3(14)C Induction Loop Vehicle Detectors
THE LAST SENTENCE IN ITEM 2 IS REVISED TO READ:
Each additional loop installed in the lane shall be on 16 foot centers.
ITEM 4 IS REVISED AS FOLLOWS:
4. All content after the first sentence is DELETED.
ITEM 9 AND ITEM 10 CONTENTS ARE DELETED, LEAVING THEM BLANK
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SECTION 8-20.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING TO
THE END OF THIS SECTION:
Loop sealant shall be CrafcoTM Loop Detector Sealant 271, or approved
equal. Installation shall conform to the manufacturer’s
recommendations.
SECTION 8-20.3(14)D IS REVISED AS FOLLOWS:
8-20.3(14)D Test for Induction Loops and Lead-In Cable
SPECIFIED TESTS ARE REVISED AS FOLLOWS:
Test B – A megger test at 500 volts DC shall be made between the
cable shield and grounding, prior to connection to grounding. The
resistance shall equal or exceed 200 megohms.
Test C – A megger test shall be made between the loop circuit and
grounding. The resistance shall equal or exceed 200 megohms.
SECTION 8-20.3(14)E IS REVISED AS FOLLOWS:
8-20.3(14)E Signal Standards
ITEM 8 IS REVISED AS FOLLOWS:
8. All tenons shall be field installed using Astro-BracTM AB-3008
Clamp Kits, or pre-approved equal.
SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-20.5 Payment
The unit contract price per each “Non-skid Type 2 Junction Box Frame
and Cover” constitutes complete compensation for furnishing all labor,
materials, tools, supplies, and equipment necessary to replace the
frame and cover as described above and adjust the specified structure
to final finished grade as shown on the plans and described in the
specifications. This work includes but shall not be limited to:
referencing for future locates, excavating, backfilling, compacting,
surfacing and restoration. Adjusting the grade by adding or removing
risers, rings, or sections as required will be included in this bid item.
Any adjustments made prior to the final finished elevation shall be
considered incidental.
The unit contract price per each for “Adjust Existing Junction Box to
Finished Grade” constitutes complete compensation for furnishing all
labor, materials, tools, supplies, and equipment necessary to adjust the
specified structure to final finished grade as shown on the plans and
described in the specifications. This work includes but shall not be
limited to: referencing for future locates prior to overlay, excavating,
backfilling, compacting, surfacing and restoration. Adjusting the grade
by adding or removing risers, rings, or sections as required will be
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included in this bid item. Any adjustments made prior to the final
finished elevation shall be considered incidental.
The unit contract price per each for “6 Foot Diameter Traffic Loop”
constitutes complete compensation for all labor, materials, tools,
supplies, and equipment necessary to provide and install a traffic loop
to the size and location shown on the drawings and in accordance with
the Kent Special Provisions and WSDOT Standard Specifications. The
unit bid shall include but not be limited to: remove existing traffic loop,
saw cutting the pavement, the first 30 lineal feet of lead-in wire,
sealing, connect new wiring to existing home run cable, testing, labor,
grinding to open and re-welding to close lids on junction boxes,
materials, tools, supplies and equipment necessary for the satisfactory
completion of said item. Bid item shall also include any concrete curb
and gutter cutting, sealing, and restoration needed for loop and wire
installation.
Note: The Contractor shall vacuum up all slurry produced during saw
cutting for traffic loops and dispose of offsite in accordance with
applicable regulations.
The unit contract price per lineal foot for “Additional Lead-In Wire” shall
be complete compensation for all labor, materials, tools, supplies and
equipment necessary to furnish and install the additional lead-in wire at
the location shown on the plans and described in the specifications.
The unit bid shall include but not be limited to: saw cutting the
pavement, wiring, sealant, connect new wiring to existing home run
wire, testing, labor, grinding to open and re-welding to close lids on
junction boxes, materials, tools, supplies and equipment necessary for
the satisfactory completion of said item. Bid item shall also include any
concrete curb and gutter cutting, sealing, and restoration needed for
loop and wire installation.
The unit contract price per each for “Installation and Connections - City
Owned Video Detection Camera” constitutes complete compensation for
the installation and connection of the city owned video detection
camera in the intersection of Military Road S / S Reith Road. This bid
item also includes all wiring and connections, testing, sighting
adjustment, and all other components necessary for the fully functional
detection system as directed by the engineer. All additional materials
not shown in the plans or called for herein and which are required to
complete the video detection system installation shall be included in the
unit contract price of this bid item. This item also includes removal of
the system after new loops are installed and connected and delivery to
City Signal Shop. The contractor shall coordinate this work with the
City’s signal engineer and the engineer.
8-21 PERMANENT SIGNING
SECTION 8-21.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-21.2 Materials
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Project Number: 20-3001.1
Sign posts shall be rolled carbon sheet steel, ASTM 1011 or ASTM A653
grade 50 and be hot dipped galvanized per AASHTO M-120 with
minimum yield strength of 60,000 psi. Sign posts shall be 2” square
with 7/16” diameter pre-punched holes on 1” center full length of the
post on all sides.
Post anchors shall be zinc hot dipped galvanized material meeting ASTM
A500 grade B, 7 gauge. 2 ½” x 2 ½” square Telespar anchor or
Engineer approved equivalent. Post anchor length shall be 30”. Post
anchor shall have a 7/16” diameter hole on each side of the post
located 2” from the top.
8-21.3 Construction Requirements
All sign post shall be installed on cement concrete foundation and post
anchor per Kent Standard Plan 6-82aM. The concrete in the sign
foundation shall be Commercial Concrete in accordance with the
requirements of Section 6-02. Cement concrete foundation and post
anchor shall be allowed to cure at least 24 hours prior to post and sign
installation. Standard plan 6-82bM shall not be used without the
permission from the engineer in the location where it is not possible to
install the sign in accordance to standard plan 6-82aM.
SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY
ADDING THE FOLLOWING:
8-21.3(4) Sign Removal
Wood signs, wood sign posts, wood structures, metal sign posts,
windbeams, and other metal structural members shall become the
property of the Contractor and shall be removed from the project.
Aluminum signs shall remain the property of the City. The Contractor
shall bundle and band the signs, and deliver the signs to the Sign Shop
at the City Maintenance Facility located at 5821 South 240th Street
(a.k.a. West James Street). All signs shall be delivered to the Sign Shop
prior to physical completion of the project. The Contractor shall be
charged $2.00 per square foot for any signs that are lost or are
rendered unusable as signs by the Contractor’s operation. Also see
Section 2-02.3 of the Kent Special Provisions.
SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-21.5 Payment
The unit contract price per each for “Permanent Signing Including Post
and Foundation” shall constitute complete compensation for all labor,
materials, supplies, tools and equipment necessary to supply and install
the traffic sign as shown on the plans and described in the
specifications. This bid item shall include but is not limited to:
providing and installing the concrete foundation, sign, post and
cleanup.
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The unit contract price per each for “Relocate Existing Sign” constitutes
complete compensation for all labor, materials, supplies and equipment
necessary to either remove, temporarily alter, relocate and reinstall
traffic and/or informational signs as shown on the plans or directed by
engineer and described in the specifications.
8-22 PAVEMENT MARKING
SECTION 8-22.1 IS REVISED AS FOLLOWS:
8-22.1 Description
THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING:
A series of pairs of parallel SOLID WHITE lines, 8-feet long, 24 inches
wide, aligned parallel with the direction of traffic. Pairs are located as
shown in Kent Standard Plan
6-75.
THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH THE
FOLLOWING:
A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4
inches wide, separated by a 4 inch space. The broken or “skip” pattern
shall be based upon the City’s 12-foot line and a 30-foot space, except
where the existing paint markings use a different pattern in which case
the existing pattern will be used. The solid line shall be installed to the
right of the broken line in the direction of travel.
THE FOLLOWING NEW PAVEMENT MARKING IS ADDED:
Yellow Painted Curb
A SOLID YELLOW stripe, just wide enough to completely cover the
concrete curbing.
SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-22.2 Materials
Type A (Liquid Hot Applied Thermoplastic) plastic material shall be
used when applying the following pavement markings.
Plastic Crosswalk Lines
Plastic Stop Lines (24 inch wide)
Plastic Stop Lines (12 inch wide)
Type B (Pre-Formed Fused Thermoplastic) plastic material shall be
used when applying the following pavement markings.
Plastic Bike Lane Symbols with Arrows
Plastic Speed Bump markings
Type D (Liquid Cold Applied Methyl Methacrylate) plastic material
shall be used when applying the following pavement markings.
Plastic Traffic Arrows
2020 Asphalt Overlays/Almaroof 8 - 25 April 23, 2020
Project Number: 20-3001.1
Plastic Traffic Letters
Profiled Plastic lane lines
Plastic flat long lines
Profiled Plastic wide lane lines
Plastic Bike Lane Lines
Profiled Plastic Double Yellow Centerlines
Profiled Plastic Two-Way Left Turn Lane Lines
Painted striping and curbing paint shall be installed using Low VOC
Solvent Based Paint meeting the requirements of Section 9-34.
Type A plastic material shall be BC2000 series or approved equal
meeting the requirements of Section 9-34 and the following
requirements. Type A plastic materials shall be capable of being applied
at a temperature between 375 °F to 450 °F (190 °C to 230 °C) and to
the required thickness without excessive overspray, running or
deformation of the edges. Type A plastic materials shall be capable of
bearing traffic within 5 minutes after application, 10 minutes when
pavement surface temperature is at or above 130 °F(54°C), and show
no deformation or flaking at temperatures between –10 °F to 140 °F (–
23 °C to 60 °C). The marking compound shall contain glass beads and
shall have top dressing of glass beads applied.
Type B plastic material shall have glass beads homogeneously blended
throughout the material with a securely bonded protruding exposed
layer of beads that provide immediate and required retroreflectivity. No
additional glass beads shall be needed to be dropped on the material
during application to obtain the required retroreflectivity.
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 IS SUPPLEMENTED WITH THE FOLLOWING:
8-22.3 Construction Requirements
Profiled and Embossed plastic lines shall be constructed in accordance
with the WSDOT Standard Plan M-20.20-02.
SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING:
8-22.3(1) Preliminary Spotting
The Contractor shall be responsible for preliminary spotting of the lines
to be marked and verification that minimum lane widths will result from
the application. Preliminary spotting to guide the placement of
longitudinal lines is required. Preliminary spotting for each lane lines
2020 Asphalt Overlays/Almaroof 8 - 26 April 23, 2020
Project Number: 20-3001.1
shall be provided at transition points as required by Kent Standard Plan
6-74M.
Approval by the Engineer is required before the placement of
permanent pavement marking.
SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING
PARAGRAPH TO THE END OF THIS SECTION:
8-22.3(2) Preparation of Roadway Surfaces
The preparation of roadway surfaces related to the installation of RPMs
shall meet the requirements of Section 8-09.3(1).
SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-22.3(3) Marking Application
The Contractor is responsible for providing traffic control and traffic
control devices as necessary to direct vehicular traffic away from
freshly painted traffic stripes until such time as the marking paint has
completely dried. Failure to ensure reasonable protection for the
undried paint stripes will result in the Engineer’s decision to adjust the
method of payment for damaged paint stripes. The Engineer’s decision
regarding the means of payment adjustment for vehicle damaged paint
stripes is final in this matter.
Type 2 markers may be warmed prior to setting by heating to a
maximum temperature of 120 F for a maximum of 10 minutes.
The second coat of yellow paint applied to concrete curbs shall have
glass beads applied at the rate of 12 pounds per 100 linear feet of
curbing.
SECTION 8-22.3(3)B IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-22.3(3)B Line Patterns
Double Solid Yellow Center Line - Two solid yellow lines, each 4
inches wide, separated by a 4-inch space.
Single Solid Yellow Center Line - One solid yellow line, 4 inches
wide, to delineate adjacent curb, barrier, etc. at select locations.
Skip Center Line - A broken yellow line 4 inches wide. The broken
pattern shall be based on a 40-foot unit consisting of a 10-foot line and
a 30-foot gap. Skip center stripe may be used as centerline delineation
on select two way highways and streets.
Two Way Left Turn Line (TWLTL) - A solid yellow line, 4 inches
wide, with a broken yellow line 4 inches wide, separated by a 4-inch
space. The broken pattern shall be based on a 40-foot unit consisting
of a 10-foot line and a 30-foot gap. The solid line shall be installed to
2020 Asphalt Overlays/Almaroof 8 - 27 April 23, 2020
Project Number: 20-3001.1
the right of the broken line relative to the direction of travel and for
each direction of travel.
Skip Lane Line - A broken white line 4 inches wide to delineate
adjacent lanes traveling in the same direction. The broken pattern shall
be based on a 40-foot unit consisting of a 10-foot line and a 30-foot
gap.
Gore / Wide Lane Line - A solid white line 8 inches wide used for
delineation at ramp connections, to separate left and right turning
movements from through movements, to separate high Occupancy
Vehicle (HOV) lanes from general purpose lanes, for traffic islands,
hash marks, chevrons, and other applications.
Wide Dotted Line - A broken white or yellow line, 8 inches wide,
matching color with its associated solid or broken line. The dotted
pattern shall be based on an 8-foot unit consisting of a 2-foot line and a
6-foot gap.
Dotted Line - A broken white or yellow line, 4 inches wide, matching
color with its associated solid or broken line, an extension of an edge
line, lane line, or centerline used at exit ramps, intersections, horizontal
curves, multiple turn lanes, and other locations where the direction of
travel for through traffic is unclear. The dotted pattern shall be based
on a 6-foot unit consisting of a 2-foot line and a 4-foot gap.
Edge Line / Solid Lane Line - A single solid white line 4 inches wide
used for road edge and lane delineation, bike lane delineation, adjacent
lanes traveling in the same direction or bus pull-outs.
Bike Lane Line - A solid white line 8 inches wide that is used to
delineate a bike lane adjacent general purpose lanes.
Dotted Bike Lane Line - A dotted white line 8 inches wide with the
dotted pattern based on an 8-foot unit consisting of a 2-foot line and a
6-foot gap. Bike Lane Dotted Line is used to discontinue a Bike Lane
Line in advance of right-turns at major intersections or corresponding
with transit stops.
Yellow Painted Curb
A SOLID YELLOW stripe, wide enough to fully cover the concrete
curbing.
Crosswalk Stripe
A series of pairs of parallel SOLID WHITE lines, 8-feet long as shown in
Kent Standard Plan 6-75M.
The 4 ft x 4 ft clear space beyond the curb face of a curb ramp shall be
contained within the width of the crosswalk.
SECTION 8-22.3(3)F IS SUPPLEMENTED WITH THE FOLLOWING:
8-22.3(3)F Application Thickness
2020 Asphalt Overlays/Almaroof 8 - 28 April 23, 2020
Project Number: 20-3001.1
All markings shall meet the thickness requirements for flat/transverse &
symbol for the various type of plastic material.
SECTION 8-22.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-22.3(4)A Tolerances For Traffic Letters and Symbols
Traffic Letters - The letter’s width of field of a marking shall be not be
less than specified in the WSDOT Standard plans specified in the
Contract or greater than specified plus ¼ inch. Edges shall be crisp and
sharp with no more than ¼ inch variation in width. Seam and overlap
of plastic marking material are not allowed in field of a marking that are
less than 12 inches wide. Overlap of plastic material will be limited to 3
in field of a marking that are 12 inches or greater. Gap between passes
of plastic material to form traffic letters will not be allowed.
Symbols – The dimension of the symbols shall be not less than
specified in the in the Contract or greater than specified dimensions
plus ¼ inch. Edges shall be crisp and sharp with no more than ¼ inch
width variation. Seam and overlap of plastic marking material is not
allowed in field of a marking that are less than 12 inches wide. Overlap
of plastic material will be limited to 3 in field of a marking that have
width 12 inches or greater. Gap between passes of plastic material to
form symbols will not be allowed.
SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-22.3(5) Installation Instructions
RPMs shall be installed per the requirements of Section 8-09.3(4).
SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-22.3(6) Removal of Pavement Markings
Where required for the construction of the project or where directed by
the Engineer, the Contractor shall remove pavement markings. The
pavement marking shall be obliterated until blemishes caused by the
pavement marking removal conform to the coloration of the adjacent
pavement.
Painting is not an acceptable method for obliteration or removal of
pavement markings. Only hydroblasting equipment will be allowed for
the removal of pavement markings. Vacuum shrouded equipment, or
other equally effective means, shall be used to contain and collect all
debris and excess water. Collected water and debris shall be disposed
of off the project site in accordance with Department of Ecology or
other federal, state or local regulations. The removal of raised
pavement markers shall be incidental to the removal of the associated
marking.
2020 Asphalt Overlays/Almaroof 8 - 29 April 23, 2020
Project Number: 20-3001.1
Where the project involves overlay or pavement, paint stripes do not
have to be obliterated unless specifically called for on the Project Plans,
or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes
of all types, plastic buttons, and plastic lane markers shall be removed
prior to any overlay of pavement or where the roadway is being
rechannelized or where specified on the Plans. Also see Section
8-09.3(1) of the Kent Special Provisions.
The City has not shown the existing pavement markings on the plans.
The bidder shall visit the site to determine the extent, location and type
of items to be removed.
SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-22.4 Measurement
“Single Solid Plastic Edge Line”
“Plastic Stop Line (12 inch wide)”
“Plastic Stop Line (24 inch wide)”
The measurement for the above items will be based on the total length
of each plastic line installed.
“Profiled Plastic Double Yellow Centerline” will be based on the total
length of double yellow centerline installed. The per linear foot
measurement includes both lines which form the double yellow
centerline.
SECTION 8-22.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-22.5 Payment
Payment will be made in accordance with Section 1-04.1, for each of
the following bid items that are included in the Proposal:
“Single Solid Plastic Edge Line” per linear foot
“Profiled Plastic Double Yellow Centerline,” per linear foot
“Plastic Stop Line (12 inch wide),” per linear foot
“Plastic Stop Line (24 inch wide),” per linear foot
8-23 TEMPORARY PAVEMENT MARKINGS
THE FIRST PARAGRAPH OF SECTION 8-23.1 IS DELETED AND REPLACED
WITH THE FOLLOWING:
8-23.1 Description
The work shall consist of furnishing, installing and removing temporary
pavement markings. Temporary pavement markings shall be provided
where noted in the plans or directed by engineer and for all lane shifts
and detours resulting from construction activities. Temporary pavement
markings shall also be provided when permanent markings are
eliminated because of construction operations. Temporary pavement
markings shall be maintained in serviceable condition throughout the
2020 Asphalt Overlays/Almaroof 8 - 30 April 23, 2020
Project Number: 20-3001.1
project until permanent markings are installed. Temporary pavement
markings that are damaged shall be repaired or replaced immediately.
Edge lines shall be installed unless otherwise specified in the Contract.
SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-23.4 Measurement
No measurement will be made for the installation, maintenance, and
removal of temporary pavement markings.
SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-23.5 Payment
No payment will be made for temporary pavement markings.
Temporary pavement markings shall be considered incidental to bid
item 1510 “Temporary Traffic Control Devices.”
2020 Asphalt Overlays/Almaroof 9 - 1 April 23, 2020
Project Number: 20-3001.1
DIVISION 9 – MATERIALS
9-03 AGGREGATES
SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION
AND REPLACING IT WITH THE FOLLOWING:
SECTION 9-03.14(1) IS DELETED AND REPLACED WITH THE FOLLOWING:
9-03.14(1) Gravel Borrow
Gravel Borrow material shall consist of pit-run granular material
conforming to the following gradation:
Sieve Size Percent Passing
3 Inch* 100
3/4 Inch 65 - 100
U.S. No. 4 25 - 70
U.S. No. 10 10 - 50
U.S. No. 40 0- 30
U.S. No. 200 0 - 5
Sand equivalent 50 min.
The maximum passing the U.S. No. 200 sieve is limited to five percent
(5%) based on the minus #4 inch fraction.
Sieve analysis shall be used to verify that this requirement is met.
Recycled materials such as broken concrete or asphalt, shall not be
allowed unless specifically authorized in advance by the Engineer.
Where additional materials are required to formulate the street sub-
base to the cross section denoted in the plans, said additional material
shall be Gravel Borrow.
* The maximum size of stone for geosynthetic reinforced walls or
slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to
100 percent passing 1 inch square sieve. All other sieve values
continue to apply.
9-14 EROSION CONTROL AND ROADSIDE PLANTING
9-14.2 Topsoil
SECTION 9-14.1(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.2(1) Topsoil Type A
Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 –
67% sand and/or sandy loam and 33 – 50% composted organic
material by volume. Total organic matter shall be at least 5% by dry
weight for areas where turf will be installed, and at least 10% by dry
weight for all other landscape areas. Organic matter shall be
determined by Loss-on-Ignition test. Acceptable tests include the most
2020 Asphalt Overlays/Almaroof 9 - 2 April 23, 2020
Project Number: 20-3001.1
current version of ASTM D2974 “Test Methods for Moisture, Ash, and
Organic Matter of Peat and Other Organic Soils,” and TMECC 05.07A
“Loss-On-Ignition Organic Matter Method.”
Compost-Amended Planting soil shall not contain any viable seeds or
roots capable of sprouting any State-listed noxious weed, or invasive
root-propagating plants including but not limited to horsetail, ivy,
clematis, knotweed, Scot’s broom, reed canary grass, Himalayan
blackberry, etc. Soil found to contain these prohibited viable plant
materials shall be removed and replaced at the Contractor’s expense.
A. The soil shall meet the following requirements.
1. The mixed soil shall meet the following gradation:
Screen
Size *
Percent
Passing
2 inch 100
1 inch 99-100
5/8” 90 – 100
1/4" 75-100
*Maximum particle length of 6 inches
B. Shall have a pH range between 5.5 and 8.5. The pH shall be
determined by soil test.
C. Organic material shall consist of composted yard debris or organic
waste material composted for a minimum of 3 months. Compost
shall consist of 100% recycled content and meet all requirements for
compost in section 9-14.5(8) of the Standard Specifications.
D. Submit a certified laboratory analysis from an accredited soils
testing laboratory indicating the Material source and compliance with
all planting soil and compost specifications to the Engineer or project
Ecologist for approval no less than seven (7) days before delivery to
the Project Site. The analysis shall be with a sample size of no less
than 2 pounds.
E. Site specific soil testing (after placement of material) may be
required for projects requiring more than 50 cubic yards of compost-
amended planting soil A Contractor provided accredited laboratory
approved by the Engineer shall make recommendations for
amendments required for optimum growth at no cost to the owner.
The Contractor will be allowed five (5) Working Days to complete
the testing from the time of written notice given by the Engineer.
F. A sample of the compost amended planting soil shall be provided to
the Engineer or project Ecologist in a 1-gallon re-closable bag at
least seven (7) days prior to application.
SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
2020 Asphalt Overlays/Almaroof 9 - 3 April 23, 2020
Project Number: 20-3001.1
9-14.2(4) Sandy Loam
Sandy loam shall consist of soil having a maximum clay content of ten
percent by weight. In addition, soil particles shall meet the following
requirements for grading:
Passing 1 inch sieve (square opening) ......... 100%
Passing 1 mm sieve .................................. 80% minimum
Passing 0.15 mm sieve .............................. 15% maximum
SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.3 Seed
Hydroseed:
Seed shall be “Blue Tag” or certified quality. The Contractor shall
deliver in unopened containers with mixture seed content and inert
material content plainly marked on the outside of the container.
Grasses used shall meet the following specifications:
Mix A (Roadside and Erosion Control Grass):
Weight
Proportion
Seed Mix “A”
Ingredient
Min. %
Pure Seed
Min. %
Germination
Max. %
Weed Seed
40% Perennial Ryegrass 98% 90% 0.5%
40% Creeping Red Fescue 98% 85% 0.5%
10% Colonial Bentgrass 98% 90% 0.5%
10% White Dutch Clover
(Pre-inoculated)
98% 90% 0.5%
Mix B (Landscaped Area Grass):
Weight
Proportion
Seed Mix “B”
Ingredient
Min. %
Pure Seed
Min. %
Germination
Max. %
Weed Seed
15% Creeping Red Fescue 95% 90% 0.5%
10% Chewings Fescue 95% 90% 0.5%
40% Perennial Ryegrass 95% 90% 0.5%
20% Alta Tall Fescue 95% 90% 0.5%
15% Annual Ryegrass 95% 90% 0.5%
The Contractor shall submit to the Engineer the manufacturer's
Certificate of Conformance for seed. A complete analysis of the seed
shall be submitted to the City for approval including percent of pure
seed, germination, other crop seed, inert and weed and the germination
test date.
The City reserves the right to reject any or all plant material at any
time until final inspection or acceptance. The Contractor shall remove
rejected plants immediately from site. The Contractor shall produce
upon request sales receipt for all nursery stock and certificates of
inspection.
2020 Asphalt Overlays/Almaroof 9 - 4 April 23, 2020
Project Number: 20-3001.1
SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.4 Fertilizer
Fertilizer for trees: Fertilizer shall consist of slow-release commercial
fertilizer (6-10-8).
Fertilizer for upland seeded areas: Lilly Miller or approved equal to
provide the following nutrients: All areas which are seeded shall
receive fertilizer of the following proportions and formulation:
Total available Nitrogen ........... 16% of weight (of which 50% is
derived from ureaform)
Total available Phosphorous ..... 16% of weight
Total available Potassium ......... 16% of weight
Fertilizer for wetland seeded areas: All areas which are seeded in
wetlands or in detention ponds shall receive fertilizer of the following
proportions and formulation:
Total available nitrogen ........... 21%
(Analyzed as N)
Available phosphorous ............. 0%
(Analyzed as P205)
Available potassium ................ 10%
(Analyzed as K20)
Above percentages are proportioned by weight.
The Contractor shall deliver fertilizer to the site in original unopened
containers bearing manufacturer's chemical analysis, name, trade
name, trade mark, and indication of conformance to state and federal
laws. Instead of containers, fertilizer may be furnished in bulk with
certificate indicating the above information.
9-14.5 Mulch and Amendments
SECTION 9-14.5(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.5(8) Compost
Compost shall not contain any sawdust, straw, green or under-
composed organic matter, under-sterilized manure or toxic or otherwise
harmful materials.
SECTION 9-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
9-14.5(10) Wood Cellulose Fiber
Wood cellulose mulch shall be specially processed 100 percent virgin
wood fiber containing no growth or germination-inhibiting ingredients.
It shall be manufactured in such a manner that after addition and
2020 Asphalt Overlays/Almaroof 9 - 5 April 23, 2020
Project Number: 20-3001.1
agitation in slurry tanks with water, the fibers in the material will
become uniformly suspended to form a homogenous slurry. When
hydraulically sprayed on the ground, the material shall allow the
absorption and percolation of moisture.
Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier
or approved equal.
Organic matter content shall be at least 93 percent on an oven-dry
basis as determined by ASTM D 586. The moisture content shall be no
more than 15 percent as determined by oven dried weight. Each
package of the cellulose fiber shall be marked by the manufacturer to
show the dried weight content.
9-28 SIGNING MATERIALS AND FABRICATION
SECTION 9-28.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-28.1 General
All signs shall be reflectorized except for City Project Signs. ALL
PERMANENT SIGNS, EXCEPT “NO PARKING ANYTIME” SIGNS SHALL
HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO-
REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE
PLANS. “NO PARKING ANYTIME” signs shall have engineer grade retro-
reflectorized sheeting.
9-29 ILLUMINATION, SIGNAL, ELECTRICAL
SECTION 9-29.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING
PARAGRAPH TO THE BEGINNING OF THIS SECTION:
9-29.1 Conduit, Innerduct, and Outerduct
Unless otherwise specified on the Street Lighting or Traffic Signal Plans,
all conduits for street lighting, traffic signals and traffic signal
interconnect cables for projects within the city limits of Kent shall be
Schedule 80 PVC conduit, minimum size 2 inches.
9-29.2 Junction Boxes, Cable Vaults and Pull Boxes
SECTION 9-29.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING
SENTENCE TO THE END OF THESE SECTIONS:
9-29.2(1)A Standard Duty Junction Boxes
Box frame and lid shall be hot dip galvanized only.
9-29.2(1)B Heavy-Duty Junction Boxes
Box frame and lid shall be hot dip galvanized only.
2020 Asphalt Overlays/Almaroof 9 - 6 April 23, 2020
Project Number: 20-3001.1
9-29.12 Electrical Splice Materials
SECTION 9-29.12(1) IS DELETED AND REPLACED WITH THE FOLLOWING:
9-29.12(1) Illumination Circuit Splices
Aerial splices may employ split bolt connectors. Below grade splices and
taps shall be made with solderless crimp connectors to securely join the
wires both mechanically and electrically. They shall employ the
following moisture-blocking insulation. ScotchTM 2200/2210 Vinyl Mastic
products, followed by an overwrap with a minimum of two half-lapped
layers of vinyl plastic electrical tape, and a final layer of consistently-
applied ScotchkoteTM 054007-14853 Electrical Coating.
SECTION 9-29.12(2) IS DELETED AND REPLACED WITH THE FOLLOWING:
9-29.12(2) Traffic Signal Splice Material
Induction loop splices shall be made with solderless crimp connectors to
securely join the wires both mechanically and electrically. Equipment
and methods shall be as recommended by the manufacturer of the
splicing materials. Each solderless crimp connector splice shall be
wrapped with Scotch™#06147 Electrical Moisture Sealant, or
approved equal.
9-30 WATER DISTRIBUTION MATERIALS
SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING:
9-30.3(4) Valve Boxes
Valve boxes shall be installed on all buried valves and conform to Kent
Standard Plan 3-7. The box shall be of cast iron, 2-piece design with a
base corresponding to the size of the valve and the top section. The
box shall be coal-tar painted by the manufacturer using industry
standards. The valve box top section shall be an Olympic Foundry No.
940. The cover shall be an Olympic Foundry deep skirt No. 940 DS,
have the word “WATER” cast into it, and shall be of the non-locking
type, unless a locking cover is specifically called for in the Kent Special
Provisions or shown on the plans. The bottom section shall be an
Olympic VB-1C or approved equal.
A 3 feet x 3 feet x 6 inches concrete pad, flush with finish grade, shall
be poured around each valve box top section not located within asphalt
or concrete finished areas.
Valve box covers shall have the lugs or stainless cap screws
installed parallel to the direction of water flow.
2020 Asphalt Overlays/Almaroof A - 1 April 23, 2020
Project Number: 20-3001.1
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.
WATER
3-7M Valve Box and Operating Nut Extender
STORM
5-3M Misc. Details for Drainage Structures
5-4M 20” x 24” Catch Basin Frame
5-5M 20” x 24” Vaned Grate
5-6M 20”x24” Bi-Directional Vaned Grate
STREET
6-33M Cement Concrete Curbs
6-34M Curb and Sidewalk Joint Example
6-35M Expansion and Contraction/Control Joints
6-70aM Mailbox Installation Type 1
6-70bM Mailbox Installation Type 2
6-72aM Standard Monument, Monument Case, Cover and Riser
6-72bM 7” Diameter Monument Case Riser
6-74M Typical Lane Markings
6-75M Thermoplastic Crosswalk Markings
6-82aM Sign Post Installation Type A
6-82bM Sign Post Base Plate Installation Type B
6-98M Induction Loop Details
6-99M Induction Loop Installation Notes
6-100M Induction Loop Placement
NUT
OPERATING NUT EXTENDER
VALVE BOX WITH
OPERATING NUT EXTENDERLENGTHSTEEL ROD.
3/4" SOLID
1/8" MIN. THICK
ROCK GUARD,
4 1/4" DIA.3.0' MAX.3'x3'x4" THICK CONCRETE
(3,000 PSI) PAD AROUND VALVE
COVER IN UNPAVED AREASVARIES; 3'-6" MIN.3'PLAN VIEW
OPERATING
2" SQUARE
3'
4"
NOTES:
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.AS NEEDED1.EXTENSIONS ARE REQUIRED WHEN
VALVE NUT IS MORE THAN THREE (3)
FEET BELOW FINISHED GRADE.
2.EXTENSIONS SHALL BE SIZED AS
NEEDED, AND PAINTED WITH TWO (2)
COATS OF METAL PAINT.
3.EARS, LUGS OR STAINLESS CAP
SCREWS (TRANSMISSION MAINS
ONLY) ON COVER SHALL BE ALIGNED
WITH DIRECTION OF WATER FLOW,
SEE PLAN VIEW.
4.FOR ADDITIONAL REQUIREMENTS AND
USE SEE CITY OF KENT DESIGN AND
CONSTRUCTION STANDARDS 3.19.B
AND C OR KENT SPECIAL PROVISIONS
9-30.3(4) AND (6).
5.VALVE BOX SHALL BE CENTERED OVER
2" SQUARE OPERATING NUT.
OPERATING
NUT EXTENDER
AS NEEDED
(BELOW RIGHT)
C/L
SEE NOTE 3
WATER MAIN
DIRECTION
WATER
SLOPE AWAY 2% MAX (TYP)2%MAXOLYMPIC FOUNDRY VB 940 WITH
TWO (2) INCH "DEEP SKIRT" COVER.
THE COVER SHALL BE MARKED
"WATER". SEE NOTES 3, 4, AND 5.
CARE SHALL BE TAKEN IN
BACKFILL OPERATIONS
ENSURING OPERATING NUT
IS IN CENTER AT ALL TIMES
BASE SECTION: RICH 24"
VALVE BOX BOTTOM,
OLYMPIC NO. VB1C OR
PRE-APPROVED EQUAL AND
SHALL BE COMPATIBLE
WITH TOP SECTION
2" CLR
TYP.
96" TOP SLAB
#6 BARS @ 7" CENTERS
BOTTOM FACE WITH
1" MIN. COVER
20" x 24", OR
TYP.
2" CLR
72" TOP SLAB
20"8"1" MIN. COVER
BOTTOM FACE WITH
#5 BARS @ 6" CENTERS
8"20"
48" & 54" TOP SLAB
2' MIN.
TYPICAL ORIENTATION
FOR ACCESS AND STEPS12"20" x 24", OR
NOTES:
ONE #3
34"
4"5"
AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING
A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE
USED FOR ADJUSTMENT SECTIONS.
34"
24"
30
"
20
"
5"5"
ONE #3 BAR HOOP FOR 6"
TWO #3 BAR HOOPS FOR
12"
6" OR 12"
1" MIN.
2 1/2" MAX.
24" DIAM.
1" MIN.
2 1/2" MAX.
2" TYP.
24" DIAM.
2" TYP.
BAR HOOP
CIRCULAR ADJUSTMENT SECTION
RECTANGULAR ADJUSTMENT SECTION
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
1. SLAB OPENING SHALL BE 24" X 20"
FOR RECTANGULAR AND 24"
DIAMETER FOR ROUND.
2. SEE STANDARD PLAN 4-5 FOR STEP,
LADDER AND GRADE RING.
3. ONLY ONE STYLE OF CATCH BASIN
STEPS MAY BE USED IN A CATCH
BASIN. DO NOT MIX STYLES.
2" CLR.
TYP.
CONVERSION RISER
20"
40"
24"
36
"
24
"
6"
#4 BARS @ 6" CENTERS
BOTTOM FACE WITH 1"
MIN. COVER
20" x 24", OR
24" DIAM.
2" TYP.
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
7/8" TYP.
TOP VIEW
SECTION A-A
A A
1 5/8" TYP. MIN.1 1/4"
3 3/4"4 1/2"
3/4"18 1/2"
20 1/4"
24 1/4"
NOTES:
1. MATERIAL USED FOR THE FRAME SHALL BE CAST IRON ONLY. (PER ASTM A48 CL30 H-20 LOADING).
2. TOP OF FRAME SHALL BE ADJUSTED EVEN WITH ROADWAY SECTION.
22 1/2''
5/8"-11 NC
BOLT-DOWN HOLE
(2 PLACES TYP.)
1 5/8" TYP.
2 1/2"
26"
22"
25 1/4"
29 1/4"
NOTES:
1. PROVIDE FRAME SHOWN IN STANDARD PLAN 5-4.
2. PROVIDE 2-5/8" DIAMETER STAINLESS STEEL ALLEN TYPE
BOLTS COUNTER SUNK FLUSH WITH COVER.
1 5/8"
PARTING LINE
VANE DETAIL
2 3/4"
1 5/8" TYP.1"
1 1/4"
1 5/8"
1/8"
3 1/2" R.
5/16" R.7/8
"
1/8" R.
1 5/8"
2 1/4"
TOP VIEW END VIEW
FRONT VIEW
SLOT DETAIL
3/4"1 1/4"
1/2"5/8"
1/2" INSET
HEX SOCKET
5/8"-11 NC-2A
STAINLESS STEEL
SECURING BOLT
2"
5/8"
15/16"
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.
GRATE SHALL BE STAMPED "DUMP NO POLLUTANTS",
"OUTFALL TO STREAM".
GRATE SHALL BE LOCKING.
3.
4.ALL LETTERING SHOWN SHALL BE 1/2" AND SHALL BE RECESSED
UNLESS OTHERWISE INDICATED IN THE SPECIAL PROVISIONS.
5. DUCTILE IRON ASTM A-536 GRADE 80-55-06 H-2O RATED.
6.
DIRECTION OF FLOW
BI-DIRECTIONAL VANED GRATES ARE REQUIRED
WHEN LOCATED IN A LOW-SPOT.
7.
3"
5"3"
5"
20"
24"
2 3/4"
2"
SLOT FORMED AND RECESSED FOR 5/8" - 11 NC x 2"
S.S. SOCKET HEAD (ALLEN HEAD) CAP SCREW.
1 3/8" TYP.
NOTES:
A
A
1 5/8"
1 5/8"20"
24"
3 1/2" R.
5/16" R.
1 5/8"
2 1/4"
1/8"
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.
BB
SECTION B-B
SECTION A-A
1.PROVIDE FRAME SHOWN ON STANDARD PLAN 5-4.
2.FOR THRU CURB INLETS AT LOW POINTS, USE BI-DIRECTIONAL VANED GRATE.
3.GRATE SHALL BE STAMPED "DUMP NO POLLUTANTS", "OUTFALL TO STREAM".
4.ALL LETTERING SHOWN SHALL BE
1/2" AND SHALL BE RECESSED.
5.DUCTILE IRON ASTM A-536
GRADE 80-55-06 H-2O RATED.
6.GRATE SHALL BE LOCKING.
7.PROVIDE 2-5/8" DIAMETER
STAINLESS STEEL ALLEN TYPE BOLTS
COUNTER SUNK FLUSH WITH COVER.
DIRECTION OF FLOWDIRECTION OF FLOW
LOW POINT
SLOT DETAIL
3/4"1 1/4"
1/2"
5/8"
SLOT FORMED AND RECESSED FOR
5/8" - 11 NC x 2" S.S. SOCKET
HEAD (ALLEN HEAD) CAP SCREW.
2"
1/2" INSET
HEX SOCKET
5/8"-11 NC-2A
STAINLESS STEEL
SECURING BOLT
2"
5/8"
15/16"
COMBINED CURB AND GUTTER1/2"R12"6"5 1/2"
6"12"
1
"
R
1
"
R
1"6"12"
24"12"3 1/2"2"10"4"6 1/2"CURB TRANSITION
NOTES:
1.CONCRETE CLASS 3000. TYPICAL, UNLESS WITHIN DRIVEWAY SECTION, SEE
DRIVEWAY STANDARD PLANS.
2.ROLLED CURB MAY ONLY BE USED WITHIN A CUL-DE-SAC.
3.IN ROADWAY SECTIONS WITH SUPER ELEVATION, THE GUTTER PAN WILL MATCH THE
ADJACENT PAVEMENT SLOPE.
4.DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%.
5.FORMS SHALL BE STEEL UNLESS OTHERWISE APPROVED. FORMS SHALL BE SET TRUE
TO LINE AND GRADE AND SECURELY STAKED PRIOR TO CONCRETE PLACEMENT.
COMBINED CURB AND GUTTER
ROLLED CURB
SIDEWALK
5"1"6"10"
2 1/2"2 1/2"1 1
/2
"R1 1/2"R1"R1"R
EXTRUDED CURB
PAVEMENT
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
1% MIN. -
2% MAX.
1.5%
9"EDGE OF TRAFFIC LANE12"R13"RFULL DEPTH BOND BREAK MATERIAL:
30 LB ROOFING FELT, 6 MIL PLASTIC
OR APPROVED EQUAL
1
/
2
"
R
MAINTAIN FLOW LINE WITHOUT VERTICAL
LIP BETWEEN GUTTER AND CURB
6"12"1"6"VARIES1 1/2"R1 1/2"3"8"
EXTRUDED CURB UNDER GUARDRAIL
NOTE:
FACE OF CURB SHALL
NOT EXTEND BEYOND
THE FACE OF
GUARDRAIL TOWARD
THE TRAFFIC LANE
18"
6"
ROLLED CURB24"
4"
MAINTAIN EDGE
OF CONCRETE CURB
*1/2" OR **1"*+ SLO
P
E
=
1
/
2
"
**- SL
O
P
E
=
1
"
EPOXY
ADHESIVE
FOR FRESH
CONCRETE
6"12"1"6"DRIVEWAYADA RAMP
5'-0" HAND TROWELED
TAPER SECTION
4" THICK SIDEWALK
SECTION A-A
3/8" EXPANSION JOINT (TYP.)
NOTES:
1.AN EXPANSION JOINT CONSISTING OF 3/8" x FULL DEPTH OF PREMOLDED
JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES, POSTS,
AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED
AREAS. JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF
AASHTO M33 (ASTM D994).
2. AN EXPANSION JOINT CONSISTING OF 3/8" x FULL DEPTH OF PREMOLDED
JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT A
MINIMUM OF 15 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS.
WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY SLIP-FORMING, A
PREMOLDED STRIP UP TO 1/2" THICK AND UP TO FULL DEPTH MAY BE USED.
3.EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE
JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR
SEPARATED BY PLANTING STRIP.
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
6.INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON
INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH
1/4" RADIUS EDGING TOOL. ON SEPARATE POUR
CONSTRUCTION AN EXPANSION JOINT CONSISTING OF BOND
BREAK JOINT MATERIAL FULL DEPTH SHALL BE PLACED
BETWEEN THE CURB OR THICKENED EDGE AND THE
ADJACENT SIDEWALK.
7.ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS AND
OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS
MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE
GRADE OF THE SURROUNDING SIDEWALK. SUCH
APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES
OF ADA RAMPS OR DRIVEWAY WINGS.
CB
CB
4. CONTRACTION/CONTROL JOINTS
CONSISTING OF 1/4" WIDE x 25% SLAB
DEPTH SHALL BE TOOLED INTO
CONCRETE FINISH AND SHALL BE MADE
IN SIDEWALK AT FIVE FOOT INTERVALS,
INTERMEDIATE TO THE EXPANSION
JOINTS.
5. AS ALTERNATIVE TO EXPANSION
JOINTS AROUND STRUCTURES,
REINFORCING BARS MAY BE EMBEDDED
IN CONCRETE ON FOUR SIDES OF
STRUCTURES.
CURB RAMP
OR DRIVEWAY
AA
SEE KENT STANDARD
PLAN SECTION 5 FOR
ADDITIONAL CB GRATE
REQUIREMENTS
FULL WIDTH ADA DETECTABLE
WARNING SURFACE (TYP.)
1/4" WIDE x 25% SLAB DEPTH (1" MIN.)
CONTRACTION/CONTROL JOINT (TYP.)
1/4" WIDE x 25% SLAB
DEPTH (1" MIN.)
CONTRACTION/CONTROL
JOINT (TYP.)
LEGEND:
BOND BREAK JOINT
EXPANSION JOINT
CONTRACTION/CONTROL JOINT
FULL DEPTH BOND BREAK MATERIAL:
30 LB ROOFING FELT, 6 MIL PLASTIC
OR APPROVED EQUAL
FULL DEPTH BOND BREAK MATERIAL:
30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL
1.5%
6" CEMENT CONCRETE DRIVEWAY APRON AND
GUTTER FOR RESIDENTIAL DRIVEWAYS.
8" REINFORCED CEMENT CONCRETE APRON AND
GUTTER FOR COMMERCIAL DRIVEWAYS.
5'5'
15' MAX.
5'
15' MAX.
4"
CURB, GUTTER AND SIDEWALK CROSS SECTION
CONTRACTION/CONTROL JOINT
DETAIL "B"
EXPANSION JOINT
DETAIL "A"
DRIVEWAY CROSS SECTION
DRIVEWAY
(TYP.) SEE DETAIL "A"
EXPANSION JOINT
2"
4" MIN.
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
3/8"x FULL DEPTH EXPANSION JOINT
MATERIAL, 15' O.C. SEE NOTE 1
NOTES:
1. EXPANSION JOINT MATERIAL TO BE 3/8" x FULL DEPTH AND SHALL BE PLACED AT
15' O.C. SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE
WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4).
2. CONTRACTION/CONTROL JOINT SHALL BE 1/4" WIDE BY 25% SLAB DEPTH; 1" DEEP
FOR 4" SLAB, 1.5" DEEP FOR 6" SLAB, 2" DEEP FOR 8" SLAB, AT 5' SPACING.
3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB & GUTTER AND SIDEWALK AT
P.C. & P.T. AT ALL CURB RETURNS AND ALL ANGLE POINTS.
4. FORM AND SUB-GRADE INSPECTION
REQUIRED BEFORE POURING CONCRETE.
5. EXPANSION JOINTS IN SIDEWALKS AND
CURBS SHALL BE ALIGNED WITH EACH
OTHER AND NOT OFFSET.
6. DESIGN SIDEWALK CROSS GRADE
SHALL BE 1.5%.
7. WHERE SIDEWALK CROSSES HYDRANT
LATERAL; CENTER 3' WIDE PANEL
ACCROSS LATERAL, USE EXPANSION
JOINT, SEE KENT STANDARD DETAIL 3-1.
BROOMED FINISH PERPENDICULAR
TO PEDESTRIAN TRAVEL (TYP.)
CURB AND GUTTER
CONTRACTION/CONTROL
JOINT (TYP.) SEE DETAIL "B"
4"
CONTRACTION/CONTROL
JOINT, 5' O.C. SEE NOTE 2
2"
SHINE FINISH
2" CRUSHED SURFACING
TOP COURSE
4" CONCRETE PER WSDOT
STD. SPECIFICATION 8-14
2"
4"
2"
SIDEWALK
3/8"x FULL DEPTH
EXPANSION JOINT
MATERIAL, SEE
NOTE 1
PEDESTRIAN TRAVEL DIRECTION
4"
SHINE FINISH
2" SHINE
FINISH
8.ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS
AND OTHER APPURTENANCES WITHIN THE SIDEWALK
LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE
MATCHING THE GRADE OF THE SURROUNDING
SIDEWALK. SUCH APPURTENANCES SHALL NOT BE
PLACED WITHIN THE SLOPES OF ADA RAMPS OR
DRIVEWAY WINGS.
SS
FOR NEW SEWER CONSTRUCTION;
STAMP FACE OF CURB WHERE SIDE
SEWER CROSSES PERPENDICULAR TO
CURB. 3" HIGH LETTERS 1/4" DEPTH.
4" SHINE
FINISH
4"
SHINE FINISH
EXPANSION
JOINT (TYP.)
SEE DETAIL "A"
SIDEWALK
WIDTH VARIES
PLANTER STRIP
(WHEN REQ'D)
EXPANSION
JOINT (TYP.)
SEE DETAIL "A"
FULL DEPTH BOND BREAK MATERIAL:
30 LB ROOFING FELT, 6 MIL PLASTIC
OR APPROVED EQUAL
TYPE 1 INSTALLED BEHIND CURB
TYPE 1 INSTALLED BEHIND SIDEWALKTYPE 1 (WOOD POST OPTION)
TYPE 1 (STEEL POST OPTION)42" MIN.48" MAX.42" MIN.48" MAX.42" MIN.48" MAX.42" MIN.48" MAX.VARIES
6" TO 12"2'3'NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
NOTE:
1. ALL LOCATIONS TO BE
COORDINATED WITH AND
APPROVED BY THE US POSTAL
SERVICE POSTMASTER.
2. SEE WSDOT STANDARD PLANS
H-70.10 AND H-70.20 FOR
DETAILS.
3.SEE KENT CONSTRUCTION
STANDARDS 6.11.A.2'2'EDGE OF
TURNOUT
0.17' MAX.
STEEL TUBE
ANTI-TWIST PLATE,
SEE WSDOT STANDARD
PLAN H-70.10
WOOD OR
STEEL POST
(STEEL POST
SHOWN)
FACE OF CURB
CURB
BACK OF
SIDEWALK
SIDEWALK
4"x4" MAX.
WOOD POST16"16"16"VARIES
6" TO 12"
VARIES
6" TO 12"
VARIES
6" TO 12"
ANTI-TWIST PLATE,
SEE WSDOT STANDARD
PLAN H-70.10
ANTI-TWIST PLATE,
SEE WSDOT STANDARD
PLAN H-70.10
EDGE OF
TURNOUT
WOOD OR
STEEL POST
(STEEL POST
SHOWN)
FRONT VIEW
SIDE VIEW
WIDTH 0'
1'-4"
2'-7"5'-0"
6"PLANTING STRIP
TO VARIABLE
1'-6"1'-6"1'-6"1'-6"MIN. CLEAR WIDTH
NOTES:
1. THE POSTMASTER OR DESIGNATED
SERVING POST OFFICE WILL DESIGNATE
THE LOCATION AND MANNER OF
GROUPING OF MAIL BOXES.
2. INSTALLATION OF N.D.C.B.U.
(INCLUDING CONSTRUCTION OF BASE)
SHALL BE COORDINATED WITH U.S.
POSTAL SERVICE.
3. SEE STANDARD PLAN 6-34 FOR CURB
AND SIDEWALK JOINTS.
FRONT VIEW SIDE VIEW
TYPE 2
(MULTIPLE BOX INSTALLATION)
DIRECTION
OF TRAFFIC
2'-6"NOTES:
1.
2.
SEE STANDARD PLAN 6-40 FOR SIDEWALK REQUIREMENTS.
SEE WSDOT STANDARD PLAN H-70.20-00 FOR DETAILS.
TYPE N.D.C.B.U. INSTALLATION
(NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT)
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.42" MIN.48" MAX.SEE NOTE 2
ANGLE LEG
2" O.D. =, 14 GAUGE TUBE
POST MOUNTING SOCKET
SEE WSDOT STANDARD
PLAN H-70.20.0 FOR TUBE
CONNECTION
TWO 5/16"x4 1/2" BOLTS
WITH TWO FLAT WASHERS
AND ONE LOCKOUT
EXPANSION JOINT
ANCHOR BOLT PATTERN PER
N.D.C.B.U. PEDESTAL
TEMPLATE
VERTICAL CURB
EXPANSION JOINT
MOUNT ON PEDESTAL
PROVIDED WITH
N.D.C.B.U. UNIT
EXPANSION JOINTEXPANSION JOINT
TWO 5/16"x4 1/2" BOLTS
WITH TWO FLAT WASHERS
AND ONE LOCKOUT
SEE NOTE 2
MAX.
8" DIA.
1" MIN./6" MAX.
9 1/4" DIA. COVER
3/8"
DISC
3" BRASS
12"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.
FINISHED GRADE
ASPHALT PAVEMENT
NOTES:
1. MONUMENT CASE AND COVER - EAST
JORDAN IRON WORKS, PART NO. 369505
OR PRE-APPROVED ALTERNATIVE.
2.MONUMENT CASE RISER - EAST JORDAN
IRON WORKS, PART NO. 1 1/2" - 369590
2" - 369592
3" - 639594
OR PRE-APPROVED ALTERNATIVE.
3. MONUMENT POST - SHOPE CONCRETE
PRODUCTS, PART NO. 104 OR
PRE-APPROVE ALTERNATIVE.
4. THE CASTINGS SHALL BE GRAY-IRON
CASTINGS, ASTM DESIGNATION A-48,
CLASS 35B. THE COVER AND SEAT SHALL
BE MACHINED SO AS TO HAVE PERFECT
CONTACT AROUND THE ENTIRE
CIRCUMFERENCE AND FULL WIDTH OF
BEARING SURFACE.
4" MIN.
ASPHALT
PAVEMENT
FINISHED GRADE
CONCRETE
PAVEMENT
10" - 12"10"9"VOID OF
MATERIAL
5 3/4" R.
MONUMENT
NATIVE MATERIAL
1 1/2"
MIN.NO. 5 REBAR16"11" DIA.
9 1/2" DIA.
8" DIA.
9 1/16" DIA.
3/4"
7/8"
8" RISER RING DIMENSIONS
1 3/8"1 7/8"2 7/8"A
(SIZE)3"5/8"
E J I W
MO N
MADE I N U S A
SECTION4 3/4"CONCRETE AS
SPECIFIED FOR
ROADWAY
4"
5 1/2"4"5 1/2"DIMENSIONS PER SPECIFIED ROADWAY STANDARD5 1/2"
5. CONCRETE SHALL BE A "COMMERCIAL CLASS"
CONCRETE OR AS OTHERWISE SPECIFIED.
6. PAVEMENT SHALL BE AS SPECIFIED.
7.FOR ALTERNATE DIAMETER RISERS SEE
KSP 6-72b.DIMENSIONS PER SPECIFIED ROADWAY STANDARD2"(TYP.)
PLAN OF COVER
PLAN OF 8" DIA. RISER
PLAN OF MONUMENT
CONCRETE
COLLAR
A
3" RISER
TACK
COAT (TYP.)
SECTION
TACK
COAT (TYP.)
TRAFFIC DIRECTION
18" YELLOW BARRIER
LINE1"
BARRIER LINE
18"-TYPE 2Y RPM'S EQUALLY SPACED
21'(TYP.)
TRAFFIC DIRECTION
TRAFFIC DIRECTION
TYPE 2Y RPM
30'11'
SKIP CENTER LINE
1'
TRAFFIC DIRECTION
4" YELLOW LINE
TRAFFIC DIRECTION
TRAFFIC DIRECTION
TRAFFIC DIRECTION
WIDE LINE
8" WHITE LINE
3'9'
8" WHITE LINE
DROP LANE LINE
TYPE 2W RPM
1"
EDGE LINE
4" WHITE OR YELLOW LINE
1'
TYPE 2W RPM
30'11'
4" WHITE LINE
LANE LINE 6'
8" WHITE LINE
TYPE 2W RPM
8'
DOTTED WIDE LINE
4" YELLOW LINE
DOUBLE YELLOW CENTER LINE
TYPE 2YY RPM
TRAFFIC DIRECTION
4" GAP
20'
TRAFFIC DIRECTION
TWO WAY LEFT TURN LINES
TRAFFIC DIRECTION
TRAFFIC DIRECTION
TRAFFIC DIRECTION
4" GAP
10'
VARIES (300' MAX.)
TWO WAY LEFT TURN LANE
5'2.5'
30'1'
TYPE 2W RPM
4" GAP 20'
4" GAP
NOTE:
1.RAISED PAVEMENT MARKERS (RPM'S)
SHELL BE INSTALLED PER WSDOT
STANDARD SPECIFICATIONS 8-09,
9-02.1(8), 9-26.2 AND 9-21.
NOTES:
1. FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES,
CENTER THERMOPLASTIC BARS ON THE LANE LINES, AND IN THE CENTER OF THE
TRAVELED PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE THERMOPLASTIC.
2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB
RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE
OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS.
3. GLASS BEADS (PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE ADDED TO ALL
THERMOPLASTIC CROSSWALKS AND STOP BARS.
TYPICAL 4 LANE ROADWAY CONFIGURATION
*
*
TIRE TRACKS (TYP.)GUTTER LINE OR EDGE OF TRAVELED LANE12"
SPACED (TYP)
EQUALLY
LANELCROADWAYLCLANELC24" WHITE THERMOPLASTIC
CROSSWALK LINE
24"
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
8'
4' (TYP)
12"-24" WHITE STOP LINE,
WIDTH AS DIRECTED BY
THE ENGINEER
5.DRIVE RIVETS TO BE TL3806 3/8" DIAMETER
6.CORNER BOLTS TO BE TL070M. JAMNUTS TL062
7.SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME
SIGN DETAILS.
8.PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE
MAINTAINED BY THE PROPERTY OWNERS.
9.ALUMINUM SIGN BLANK THICKNESS;
WARNING AND REGULATORY 30'' AND UNDER - 0.080''.
WARNING AND REGULATORY 36'' AND OVER - 0.125''
10.SHEETING MATERIAL:
WARNING AND REGULATORY - 3M HIGH INTENSITY PRISMATIC
SCHOOL SIGNS - 3M DIAMOND GRADE DG3
LEGENDS, SYMBOLS AND BORDERS - 3M ELECTROCUT FILM
ATTACH SIGNS 30" AND UNDER
WITH 2 DRIVE RIVETS, SEE NOTE 5
ATTACH SIGNS 36" AND OVER
WITH CORNER BOLTS, SEE NOTE 6
SIGN POST SQUARE 2"x 2",
14 GAGE. ALL HOLES
PRE-PUNCHED
CORNER BOLT,
SEE NOTE 6
FINISHED GRADE
SET ANCHOR PLUMB AND
TRUE, SEE NOTE 3
SS 0.030 BAND-IT BRACKET
OR APPROVED EQUAL
3"
3"
5/16" X 1" SS
BOLTS WITH
SS WASHERS
MOUNTING ON STREET LIGHT
STANDARD OR SIGNAL POLE
NOTES:
1.METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE, OR
APPROVED EQUIVALENT.
2.FOR IN-SIDEWALK INSTALLATIONS, CORE AN 8" DIAMETER
HOLE PRIOR TO EXCAVATION.
3.ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO
24" OR SIGN POST BASE PLATE INSTALLATION TYPE B MAY BE
USED; ONLY IF APPROVED BY THE CITY OF KENT. ANCHOR
SHALL HAVE 4 EACH 7/16" DIAMETER HOLES ONE EACH SIDE
2" FROM TOP. FINISH SHALL BE ZINC HOT DIPPED
GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B, 7
GAUGE, 2 1/2"x 2 1/2" TELESPAR ANCHOR OR APPROVED
EQUIVALENT.
4.POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM 1011
GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120
YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE
7/16" DIAMETER PRE-PUNCHED HOLES ON 1" CENTERS
FULL LENGTH, FOUR SIDES.
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.
SEE NOTES 9 AND 10
CONCRETE BASE SHALL BE
POURED IN PLACE AROUND
ANCHOR WHILE PREVENTING
CONCRETE FROM ENTERING
THE ANCHOR4"MAX.6"
MIN.
SET FOUNDATION ON
UNDISTURBED NATIVE SOIL
OR COMPACTED MATERIAL
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.
NOTE:
1.CITY OF KENT APPROVAL
REQUIRED PRIOR TO USING
BASE PLATE.
2.SEE STANDARD PLAN 6-82a
FOR SIGN POST AND SIGN
NOTES AND DETAILS.
PLAN
PRE-GALVANIZED LOW CARBON 12 GA (ASTMA653
GRADE 33) PERFORATED SQUARE TUBING CENTERED
ON BASE PLATE
7"x7"x1/4" STEEL BOTTOM PLATE (ASTM A1101 SS
GRADE 33)
3/4" DIAMETER HOLES1"1"2 1/4"2 1/4"
BASE PLATE ELEVATION8"WELD ALL AROUND
7"x7"x1/4" STEEL BOTTOM PLATE (ASTM A1101 SS
GRADE 33)
1/2"x5 1/2" SS WEDGE ANCHORS,
SS WASHERS AND NUTS
PRE-GALVANIZED LOW CARBON 12 GA (ASTMA653
GRADE 33) PERFORATED SQUARE TUBING CENTERED
ON BASE PLATE
7/16" ON 1" CENTER DIA. HOLES
END VIEW
NOTE: CUT
DRAIN WIRESOLDERLESS, CRIMPED,
NON-INSULATED BUTT SPLICE
SIDE VIEW
LOOP SPLICE DETAIL
SCOTCH 06147 ELECTRICAL
MOISTURE SEALANT TAPE
STOP BAR
SINGLE LOOP WINDING DETAIL
JUNCTION BOX
B SFA
BS*AF
BF
AS
#14 TWISTED PAIR WIRE TYPE
IMSA 51-3, 3 TWISTS PER FOOT
TO CONTROLLER
JUNCTION BOX
LOOP SERIES
NUMBER ***S=START
F=FINISH
**F
S*WEARING COURSE (TYPICAL
FOR SECTIONS A, B & C)
0.25" MINIMUM WIDTH SAWCUT
SECTION A-A3"SECTION C-C
SECTION B-B
0.50" MINIMUM WIDTH SAWCUT
0.50" MINIMUM WIDTH SAWCUT3"3"A A
A
A
B
B C
C4'TO ADDITIONAL LOOPS
WHERE APPLICABLE
S
F
A
A
STOP BAR LOOP WINDING DETAIL
CENTER OF LANE
CENTER OF LANE
LOOP SPLICE
(TYPICAL)
=LOOP NUMBER
S=START
F=FINISH
*=LOOP NUMBER
CONDUIT STUBOUT,
SEE STANDARD PLAN 6-99
EDGE OF PAVED SHOULDERNOTES:
1. SEE KENT STANDARD PLAN 6-99 FOR
CONDUIT STUBOUT DETAIL AND
INDUCTION LOOP INSTALLATION
NOTES.
2. SEE KENT STANDARD PLAN 6-100 FOR
INDUCTION LOOP PLACEMENT DETAIL.
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
F
S
OR CURB(ASSUMING TWO LANES OF LOOPS)
TO ADDITIONAL LOOPS
WHERE APPLICABLE
B
B
C
C
LOOP SERIES
NUMBER
2C(S) LEAD-IN
CABLE IMSA 50-2
B
B
C
C
#14 TWISTED PAIR WIRE TYPE
IMSA 51-3, 3 TWISTS PER FOOT
2C(S) LEAD-IN
CABLE IMSA 50-2
TO
CONTROLLER
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.6"EXISTING PAVEMENTSANDEDGE OF PAVED SHOULDER (SHOWN) OR EDGE OF EXTRUDEDCURB OR EDGE OF GUTTER PAN OR EDGE OF TRAFFIC BARRIERLEAD SCH 80 CONDUITFULL DEPTHSAWCUT SPLICEMATCH EXISTINGPAVING MATERIALCSTC OR CONTROLLEDDENSITY FILL3/4" ABOVE BOTTOM OFPAVEMENT CONDUIT ENDBELL BUSHING, SEALWITH DUCT SEALLOOP LEAD WIRES~ TWISTED PAIR2 5/8" MIN. ~ 3" MAX.LOOP LEAD SAWCUTDETECTORLEAD 2C(S)CABLELOOP STUB-OUT SLEEVE (1/4" TO1/2" BELOW TOP OF ASPHALT)6"50' MAXIMUM DISTANCESEE STUB-OUT CONDUIT PLACEMENT DETAILSCONDUITCONDUITGRAVEL PADSTANDARD JUNCTION BOX6"1' - 0"2' - 0" MINIMUM FROMTOP OF PAVED SURFACESOFTPOCKETTO CONDUIT4"TO CABINETTO LOOPLOOP LEAD WIRES~TWISTED PAIR2"±1.CONDUIT USED FOR STUB-OUTS SHALL BE SCHEDULE 80 PVC CONDUIT,MINIMUM SIZE 2 INCHES.2.ALL LOOPS SHALL BE WOUND WITH THREE TURNS OF NO. 14 AWGSTRANDED COPPER WIRE, CLASS B, WITH CHEMICALLY CROSS LINKEDPOLYETHYLENE TYPE USE INSULATION OF CODE THICKNESS.3.BACKER ROD WILL NOT BE USED WITH CITY OF KENT LOOPINSTALLATIONS.4.LEAD WIRES: FOUR PAIR MAXIMUM PER SAWCUT.5.EXTEND SAWCUT SUFFICIENT LENGTH TO PROVIDE FULL SAWCUT DEPTHAROUND CORNERS.6.LOOPS SHALL BE INSTALLED PRIOR TO FINAL LIFT IF NEW PAVEMENT ISINSTALLED.7.ALL LOOPS SHALL HAVE IDENTIFYING LABELS ON THEIR LEADS SHOWINGLOOP NUMBER AND S (START) OR F (FINISH).8.9.10.11.SEE STANDARD PLAN 6-98 FOR INDUCTION LOOP DETAILS ANDSTANDARD PLAN 6-100 FOR INDUCTION LOOP PLACEMENT.WHEN SAWCUTTING LEAD SLOT IN THE ROADWAY, CONTINUE THESAW CUT APPROXIMATELY ONE INCH BEYOND THE SEAM WITH THECONCRETE GUTTER A DEPTH OF APPROXIMATELY ONE INCH TOPERMANENTLY MARK THE LOCATION OF THE STUBOUT. IF NO GUTTERIS PRESENT, CONTACT THE ENGINEER FOR AN ALTERNATIVE METHODOF MARKING THE STUBOUT LOCATION.ALL LOOP LEADS RETURNING TO JUNCTION BOX SHALL BE PLACED AMINIMUM OF 2 FEET AWAY FROM ANY AND ALL METAL CASTINGS ORVALVE BOXES EXCEPT TERMINATING HANDHOLES OR JUNCTIONBOXES.SEE DETAIL 6-98 FOR SPLICE METHOD. EPOXY SPLICE KITS ARE NOTALLOWED.INDUCTION LOOP INSTALLATION NOTES:
(NONE)
104 FT.
104 FT.
104 FT.
104 FT.
104 FT.
4 FT.
4 FT.
4 FT.
4 FT.
4 FT.
(SINGLE)
ADVANCE LOOP
THROUGH LANE
(SINGLE)(SINGLE)SPEED LIMIT
POSTED
LOOP
STOP BAR ADVANCE LOOP
LEFT TURN LANE
MID LOOP
THROUGH LANE
144 FT.
164 FT.
274 FT.
309 FT.
354 FT.
394 FT.304 FT.
274 FT.
239 FT.
209 FT.
4 FT.104 FT.
1PC112
SD2
623SD1613
7PC
712
SD7
413
SD8
423
3PC312
SD4823
SD3813
5125PC
213
SD5223
SD6
E1
E2
222 212
421 422
221 211 511
411 412
711
611 621111
612 622
N1 N2
SR WR
ER NR
S2 S1
A B
A
B
311
811
821
812
822
W1
W2
B
A
LOOP PLACEMENT
(NONE)25 MPH
30 MPH
35 MPH
40 MPH
45 MPH
50 MPH
NOTES:
1.THE DISTANCES SHOWN IN THIS TABLE ARE
MEASURED FROM THE NEAR EDGE OF THE STOP
BAR TO THE CENTER OF THE INDUCTION LOOP.
2.LOOP DISTANCES MAY BE ADJUSTED ±2 FEET TO
AVOID METAL CASTINGS.
3.THE DISTANCE BETWEEN "A" LOOPS AND "B'
LOOPS SHALL BE 16 FEET CENTER-TO-CENTER.
LOOP IDENTIFICATION SCHEMATIC (TYPICAL)
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.
2020 Asphalt Overlays/Almaroof A - 2 April 23, 2020
Project Number: 20-3001.1
WSDOT STANDARD PLANS
ROADWAY DELINEATION
B-30.15-00 ADA Grates for Rectangular Frames
B-30.70-04 Circular Frame (Ring) and Cover
CURBS, SIDEWALKS AND DRIVEWAYS
F-10.12-03 Cement Concrete Curbs
F-30.10-03 Cement Concrete Sidewalk
F-45.10-02 Detectable Warning Surface
ROADSIDE AND SITE DEVELOPMENT
H-70.10-01 Mailbox Support Type 1 (2 sheets)
H-70.20-01 Mailbox Support Type 2 (2 sheets)
SITE PRESERVATION AND EROSION CONTROL
I-40.20-00 Storm Drain Inlet Protection
ROADWAY DELINEATION
M-20.20-02 Profiled and Embossed Plastic Lines
øz
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lrJdl
JJı
tdl
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1
NOTES
Bolt-down capability is required on all frames, grates, and covers, unless specifìed otherwise in the Contract.
Provide 2 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the
304 Stainless Steel (S.S.) 5/8" (in) - 1 I NC x 2" (in) Allen head cap screw by being tapped, or other approved
mechanism. Location of bolt-down holes varies by manufacturer.
2. All grates shall be 20" (in) x 24" (in).
3. Grate alternatives shown for informational purposes. Grate design varies by manufacturer and must meet
ADA requirements.
4. Refer to Standard Specification Section 9-05.15 and 9-05,15 (2) for additional requirements.
1t2"
(TYP.)
1t2',
(TYP.)(TYP.)
29 1t4"
PLAN VIEW
GRATE FRAME
FOR DETAILS NOT SHOVVI\,
SEE STANDARD PLAN B-3O,IO
r0 3/8'1 1t4"
(TYP.)
PLAN VIEW
GRATE
ALTERNATIVE I
J
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-..o-
F
o
o
(TYP )
I
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-o-
F
FoJ
ah
No-
È
ú.
d!
ñt
I
o-
F
.l
fL
È
É
(Ð
t
(,(\¡T-
PLAN VIEW
GRATE
ALTERNATIVE 2
PLAN VIEW
GRATE
ALTERNATIVE 3
W ["]^^^,-,
Heilman, Julie
Feb 20 201 8 12:53 PM
cosrSn
ADA GRATES FOR
REGTANGULAR FRAMES
STANDARD PLAN B.3O.I5.OO
SHEETIOFlSHEET
APPROVED FOR PUBLICATION,l Carpenter, Jeff¿ l,/l 4{z }.cb2?20r8?:5óAM
. ,//' . 6r8n
ìffi^-,-f,1 no"fi""ton slste Doportm.nl of Trun¡porlol¡on
/ì
fL
È il[ililil
ffi[[ililil[
[[ffi il il il[
ffi ilil
il ffi[
(wP.)
er
Ìs NÁL
lsonETRtc vtEws
(GRATE ALTERNATIVE I SHOWN)
JJ
l¡Joo
=2
ú.
uJ
lJ-
IozI
É.o
3 1/8'
ó
Ci'
3/8"
BLIND PICK NOTCH
DETAIL ''A''
BOLT-DOWN
'
WATERTIGHT
DETAIL "8"
(o
SKID GROOVE
PATTERN - SEE
DETAIL
ro?_
BOTTOM
1t2" (wP.)
RING PLAN
27 5t8.
263t8"
26314"
u118"
RING SECTION
COVER PLAN
co
rft
COVER SECTION
(sEE NOTE 7)
STANDARD
TYPE I
5/8"
SEE DETAIL'A"
SEE DETAIL'A"
SEE DETAIL "8"
(o
_roP
BOTTOM
SEE DETAIL "8"
RING PLAN
27 5t8"
26 3/8'
263t4"
34118"
RING SECTION
COVER PLAN
SEE NOTE 2
SEE DETAIL 'A"
SEE DETAIL "A'
NOTES
1. The gasket and groove may be in the seat (frame) or in the underside of
the cover. The gasket may be "T" shaped in section. The groove may be
cast or machined.
2. Bolt-down capability is required on all frames, grates, and covers, unless
specified othenrise in the Contract. Provide 3 holes in the frame that are
vertically aligned with the grate or cover slots. The frame shall accept the
304 Stainless Steel (S.S) 5/8" - 11 NC x 2" (in) allen head cap screw by
being tapped, or other approved mechanism. Location of bolt down holes
varies by manufacturer.
3. For bolldown manhole ring and covers that are not designated "Watertight,"
the neoprene gasket, groove, and washer are not required.
4. Washer shall be neoprene (Detail "B").
5. ln lieu of blind pick notch formanhole covers, a single 1" (in) pick hole is
acceptable. Hole location and number of holes may vary by manufacturer
6. Alternative reinforcing designs are acceptable in lieu of the rib design.
7. For clarity, the vertical scale of the Cover Section has been exaggerated,
it is 1.5 times the horizontalscale (1H:1.5V).
--T_
i 1P FYP.)
6
ro
ñt
5/8"
ri
d)
\t
("t ?r x 112"
SKID GROOVE PATTERN
DETAIL
¡olrt\lr1l I
¿lI
17116"
Êt6l
6tI
1 5/16'
WASHER
(sEE NOTES)
ó
cr)
1/2" (MrN.)
1/4" (rN) DOVETATL GROOVE
WITH NEOPRENE GASKET
(sEE NOTES)
w
SPECIFY LETTERING
W {t"/"^",--Heilman, Ju'lie
Feb 20 2018 12:55 PMII
-¡--
I
ao
r¡)
--T-ól
"¡l
1t4' ll---ìr-
-l
t-r-
I
1t4"
ót\
ô,t
ó
t\
N
@s¡8n
ll ure"_ì1.-
--T_-tbl\|
e.r I
ll vs"_ì1.-
GTRCULAR FRATUTE (R|NG)
AND COVER
STANDARD PLAN 8.3O.7O.O4
SHEETlOFISHEET
APPROVED FOR PUBLICATION
,1 catp-to, J"ff
1.. /;// '/rt' Fcb 2? 201E ?:se AM''// æ8r
ffi^-,-fi wo"nington Slotê D.portm.nl of Tmßporlolion
COVER SECTION
(sEE NOTE 7)
BOLT-DOWN
'WATERTIGHTTYPE2
\t
I $ONÁL
ISOMETRIC VIEW
VARIES
10" TO 22"
EE CONTRACÐ
FACE OF CURB
MATCH ROADWAY
SLOPE
1/2'(rN) R.
ROADWAY
FACE OF CURB
vARtES 't2" 10 24"
vARtEs 12" TO 24"
FACE OF CURB
MATCH ROADWAY
SLOPE
?o
1" (rN) R.
ROADWAY
FACE OF CURB FACE OF CURB
1'
1" (rN) R 1" (rN) R.
f 1n"r 1n"
DUAL.FACED CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
1/2" (rN) R.
1/2" (rN) R.
ROADWAY
1" (rN) R.
CEMENT CONCRETE OR
ASPHALT CONCRETE
SIDEWALK OR PATH
3/8" (IN) PREMOLDED JOINT FILLER
(W{EN ADJACENT TO CEMENT
coNcRETE STDEWALK)
r/2" (rN) R.
6112"
1t2"1"
1/2" (rN) R.
CEMENT CONCRETE
TRAFFIC CURB
@
t'-6"
CEiIENT CONCRETE
TRAFFIC CURB AND GUTTER
1/2" (rN) R.
VARIES FROM
6'(rN) ro 0" (tN)
6112"
r'(tN) R.
ROADWAY
81t4"
(o
1'- 6'
DEPRESSED CURB SECTION
AT CURB RATPS AND
DR¡VEWAY ENTRANCES
NOTE
^ FLUSH WTH GUTTER PAN AT CURB() RAMP ENTRANCE - 1/2'(tN) VERTTCAL- LIP AT DRIVEWAY ENTRANCE
Barry, Ed
May 62014 3:31 PM
Cì$e"
GETIENT GONCRETE GURBS
STANDARD PLAN F.I O-I2.O3
SHEETlOFlSHEET
61t2"
FACE OF CURB
1 r/2'(tN) R.
ROADWAY
VARTES FROM 6" (tN) rO 0" (rN) -
MAINTAIN 1H : 6V SLOPE
ON SIDE OF CURB(tN)1'
R.r. (rN) R.
R,
(ft
oF
N
(tN)
=o
É.l!
U'
UJ
E
112"
ñt
(o
MATCH ROADWAY
SLOPE
1/2" (rN)
R.
ROADWAY
MATCH ROADWAY
SLOPE
1/2" (rN)
R.
ROADWAY
6'
6"CEMENT CONCRETE
CURB RAMP, I.ANDING,
OR DRIVEWAY
ENTRANCE1" (tN)
R.1 See Standard Plan F-30.10 for Curb Expansion and
Contraction Joint soacino and see Standard
Specification Sections-8.04 and 9-04 tur
additional requirements.
o
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tÍoz3
ú.o
CEII'IENT CONCRETE PEDESTRIAN CURB
FACE OF CURB
6"
318" (rN) PREMOLDED
JOINT FILLER
CEII'IENT CONCRETE PEDESTRIAN CURB
AT CURB RAÍ¡IPS, LANDINGS,
AND DRIVEWAY ENTRANCES
FACE OF CURB
7 1t4',
ROADWAY
1" (rN) R.
r
't'
lÛ\t
I
1/2" (tN) R.
81t4"
II,IOU NTA BLE C EII'IE NT
CONCRETE TRAFFIC CURB
APPROVED FOR PUBLICATION
^_,
STÄTE DESTON ENOTNEER
-faW"rSl"gt"nSEoD.Porlmenlof Trunrportalíon
DUAL.FACED CEMENT
CONCRETE TRAFFIC CURB
VARIES
10" TO 22"
(oao
3ur 4"
s
(sEE CONTRACT)
1r2" (rN) R. (TYP.)
2.Oo/o MAX.
l'- 0'
l'-0u
ROUNDING 2.O%
1"1
SEE RAISED EDGE
DETAIL - THIS SHEEÏ
SIDEWALK
3/8" (rN) PREMOLDED
JOINT FILLER
(sEE CONTRACT)
r/2" (rN) R. (rYP.)
rt 2.0%MA¿(,._
3/8'(tN) PREMOLDED
JOINT FILLER
FOR SIDE TREATMENT
SEE OTHER SIDEWALK SECTIONS
r/2" (rN) R. CrYP.)
SIDEWALK
SEE CURB FACE DETAIL
MONOLITHIC CEiIENT CONCRETE
CURB AND SIDEWALK
RAISED EDGE DETA¡L
61t2"sEE @
CONTRACTION
JOINT
6112
FACE OF CURB
4" (rN) WDE, SMOOTH-TROì ¡ELED
PERIMETER
CEMENT CONCRETE CURB
(CURB AND GUTTER SHOTAN)
NOT INCLUDED IN BID ITEM
SEE STANDARD PLAII F.IO.I2
l'
CURB NOT INCLUDED IN BID ITEM -
SEE STANDARD PLAN F-10.12
o FINISHED GRADE 1"
TOP OF CONCRETE
wlTH RAISED EDGE
SIDEWALK
(sEE CONTRACT)
1r2" (rN) R. fiYP.)
2.0% MAX.
ï 3/8'(rN)
PREMOLDED
JOINT FILLER
ADJACENT TO CURB
(STEEP FILL SLOPES)
SIDEWALK
tf
8"6112"
CURB FACE DETAIL
Ð(TEND SIDEWALK TRANSVERSE EXPANSION
JOINTS TO INCLUDE CURB (FULL DEPTH)
BROOMED FtNtSH (TYP.)
ROADWAY
(rN) BELOW
SURFACE l''t--
l'- 0"
ALL CUT
z',-0"
MIN.
2.Oo/o
MIN.
1t2"R.
NOTE
r" (rN) R.
Four fuet of the sidewalk width shall be the minimum pedestrian accessible
route free of vertical and horizontal obstructions. Gratings, Access Covers,
Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the
sidewalk must have slip resistant surfaces, be flush with surhce, and match
grade of the sidewalk.
SIDEWALK
3/8" (lN) PREMOLDED
JOINT FILLER
SIDEWALK ADJACENT TO WALL DETAIL
LEVEL
112" (rN) R.
1
ùl
CURB NOT INCLUDED IN BID ITEM -
SEE STANDARD PI.AN F-'10.12
WALL OR BARRIER
CURB NOT INCLUDED IN BID ITEM -
SEE STANOARD PLAT{ F.10.12
CURB NOT INCLUDED IN BID ITEM -
SEE STANDARD PLAN F-10.12
CURB NOT INCLUDED IN BID ITEM -
SEE STANDARD PLAN F-1O.12
o
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o
Ø
=;tûz3
É.o
SLOPEST
--.--l
¿t\1rl oß
BRIDGE OR PEDESTRIAN
RAILING
BARRIER - SEE
CONTRACT PI-ANS
FLUSH
VERTICAL WALL -
SEE DETAIL
SIDE TREATMENT
OTHER SIDEWALK
SECTIONS
ADJACENT TO CURB
SIDÉ1A'ALK
)
CONTRACTON
IN SIDEWALK ONLY
6"/
JOINT IN BOTH
(sEE CONTRACT)
1/2" (rN) R. (TYP.)
T 2.Oo/o MN(._
3l/8" (rN) PREMOLDED
JOINT FILLER (TYP.)
ADJACENT TO CURB AND RAILING OR WALL
SIDEWALK
3' - 0' MtN.
BUFFER STRIP
(sEE CONTRACÐ (sEE CONTRACÐ
T 2.Oo/o
1/2'(tN) R.
(TYP.)
1t2"
EXPANSION
CURB AND
tsoMETRlc vlEw
JOINTAND FINISH
DETAIL
1t8"'ro il4"
L4
zJ
ó
It
EXTEND SIDEWALK TRANSVERSE
JOINTS TO INCLUDE RAISED EDGE
PREMOLDED
JOINT FILLER
3/A'
Barry, Ed
May 6 2014 3:41 I'M
¿
E
C"*
GEMENT GONGRETE
SIDEWATK
STANDARD PLAN F.3O.IO.O3
SHEETlOFlSHEET
APPROVED FOR PUBLICATIONp-*&lg--BaÌotich, Pasco
Junll2014l:25PM
-,w STATE DESIGN ENGINEER
Worhington Stole D.porlmonl of Trcüpo¡lolion
FINISHED GRADE I'' (IN) BELOWTOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVED
(sEE CONTRACT)
t2.OYo
4
Àêt¡ì
I ONÄL
¡Þrl-Þ
e
ADJACENT TO BUFFER STRIP @ exenHsþN JotNr CONTRACT¡ON JOINT
tuilN.iltAx.
A 1.60"2.40"
B 0.65"
c 0.45"0.90"
D 0.9'1.40"
E 0.2"0.2'
A
TRUNCATED DOME SPACING
SEE NOTE 3
WALKWAY
WALKWAY
CURB RAMP
WALI(VVAY
TRUNCATED DOME
SECTION
SEE STANDARD SPECIFICATIONS
FOR COLOR OF SURFACE
TRUNCATED DOME DETAILS
Y
uJ
É.
¡o
OFFSET
BACK OF CURB -
SEE NOTE 2
CURB AND GUTTER
WDTH OF CURB RAMP,
LANDING, OR WALI(A/AY
PATH OR
WALI(A/AY
DETECTABLE WARNING
SURFACE (DWS) -
SEE NOTE 3
2'- 0'MtN, -
TYP. OF ALL
APPLICATIONS
OF CURB RAMP
LANDING, CUT-THROUGH OR
WALI(A/AY
WDTH OF CUT-
THROUGH (TYP.)
DETECTABLE WARNING SURFACE DETAIL
WALI(A/AY
DETECTABLE WARNING
SURFACE (DWS) -
SEE NOTE 3
B
BA
E --1"I
[,*]
NOTES
1. The Detectable Warning Surface (DWS) shallextend the fullwidth of the curb ramp,
landing, or other roadway entrance as applicable. Exception: lf the Manufacturer of
the DWS requires a concrete border around the DWS, a variance of up to 2 inches
on each side of the DWS is permitted.
2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the
two leading corners of the DWS panel placed adjacent to the back of the curb, and
with no more than a 2 inch gap between the DWS and the back of the curb measured
at the center of the DWS panel. Exception: lf the Manufacturer of the selected DWS
requires a concrete border around the DWS, a variance of up to 2 inches from the
back of the curb is permitted (measured at the leading corners of the DWS panel).
3. The rows of truncated domes shall be aligned to be perpendicular to the grade
break at the back of curb.
4. The rows of truncated domes shall be aligned to be parallel to the direction of travel.
5. lf curb and gutter are not present, such as a shared-use path connection, the
Detectable Warning Surface shall be placed at the pavement edge.
6. See Standard Plans for sidewalk and curb ramp details.
7. lf a curb ramp is required, the location of the Detectable Warning Surface must be at
the bottom of the ramp and within the required distance from the rail.
8. \Â/hen the grade break between the curb ramp and the landing is less than or equal to
5 ft. from the back of curb at all points, place the Detectable Warning Surface on the
bottom of the curb ramp directly above the grade break.
WDTH OF CUT-THROUGH
(wP.)
2',- 0' MtN.
DETECTABLE WARNING
SURFACE (TYP.) -
SEE NOTE 3
BACK OF CURB -
SEE NOTE 2
CURB RAMP, LAN
THROUGH OR
DING. CUT-
WALI(A/AY
IJJo
Éo
CURB RAMP
LANDING
SINGLE D¡RECTION CURB RAiIIP
(GRADE BREAK BETWEEN CURB AND
LANDTNG s 5 FT. FROM BACK OF CURB)
(sEE NOTE 6)
LANDING
CURB RAMP
DETECTABLE WARNING
SURFACE (DWS) -
SEE NOTE 4
BACK OF CURB
DIRECTION OF
TRAVEL
WDTH OF
WALI(A/AY
LANDING
WALI(A'AY
BACK OF CURB -
SEE NOTE 2
JJtuoô
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WDTH OF
WALIC/I/AY
DETECTABLE WARNING
SURFACE (DWS) - SEE NOTE 3
PERPENDICULAR CURB RAMP
(sEE NOTE 6)
DETECTABLE WARNING
SURFACE (TYP.) -
SEE NOTE 3
BACK OF CURB -
SEE NOTE 2
DETECTABLE WARNING
SURFACE (DWS) -
SEENOTES4&5
2'- 0" MtN.ISLAND CUT.THROUGH
BACK OF CURB.
SEE NOTE 2
BACK OF CURB -
SEE NOTE 2 MEDIAN CUT.THROUGH
SHARED-USE
PATH OR
WALI(A/AY
SINGLE DIRECTION CURB RAMP
(GRADE BREAK BETWEEN CURB AND
LANDTNG > 5 Fï. FROM BACK OF CURB)
(sEE NOTE 6)
DETECTABLE WARNING
SURFACE (DWS) -
SEENOTES4&7
RAIL
WDTH OF SHARED-
USE PATH OR
wALr0vAY (wPz
=¡o
x
r.r,
x
io
LANDING
PARALLEL CURB RAMP
(sEE NOTE 6)
CURB RAMP
WALI(A/AY
DETECTABLE WARNING
SURFACE (DWS) - SEE NOTE 3
(wP.)
ROUNDABOUT SPLITTER
ISLAND
WDTH OF CUT-THROUGH
PAVEMENT
EDGE
@ Zeller, Scott
BACK OF CURB -
SEE NOTE 2
SHOULDER
Jul 122O16 4:25 PM
u\rgn
DETEGTABLE WARNING
SURFAGE
STANDARD PLAN F-45.I O.O2
SHEETlOFlSHEET
APPROVED FOR PUBLICATION
ed/,fùdør, kl( 1"1ïÏlåi.""
@e8r
-,w STATE OESIGN ENGINEER
Woshinglon Slolc DaporlmGnt of Tronipo¡lolion
SEE NOTE 8
\
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,
\
y'
CURB RAMP
FLARE FLARE
MIN.
2'0'
z
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WDTH OF
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PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES SHARED.USE PATH CONNECTION
saf
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\
WOOD POST FASTENERS
stzE/wPE OUANTITY WASHERS LOCKNUTS
3/8"DIAM.r43l4'BOLT 2 4 2
3/8" DIAM. r 3/4" BOLT 4 I 4
3/16'DIAM. x 1'SCREW 4 I 4
STEEL POST FASTENERS
SIZE / TYPE QUANTITY WASHERS LOCKNUTS
3/8" DIAM. x 2 3/4" BOLT 2 4 2
3/8'DIAM. x 3/4'BOLT 4 I 4
3/16'DIAM. x I'SCREW 4 I 4
1 7/8'M-CLAMP 2 4 4
PLATFORM - SEE DETAIL
AND NOTE 2
MAILBOX - SIZE I, IA,
oR 2 (S|ZE 1A SHOWN)
(SEE TABLE, SHEET 2,
FOR DTMENSTONS)
3/16. x 1'PHILLIPS HEAD
scREw,2 WASHERS,
AND LOCKNUTWÏH
NYLON TNSERT CrYP.)- 4 SETS MIN,
ADDITIONAL WASHERS
-AS REQUIREDTO
FILL GAP (TYP.)
NOTES
1. A socket and wedge anchoring system that meets the
NCHRP 350 crash test criteria may be substituted in lieu
of the anti-twist plate designs shown. Anti-twist plates are
not required for wood post installations.
2. The platform design shown on this plan features slots that
accommodate several types of mailbox supports; only those
slots necessary for assembling the type being installed are
required. An adjustrable platform may be used in lieu of
this design, but it must fit the bracket design shown on this
plan. Brackets are required for all single-post installations.
Field drilling may be necessary.
3. Center the mailbox on the platform to ensure space for the
mailbox door to open and to allow space for installing the
fasteners (see ALIGNMENT DETAIL, Sheet 2). Spacing
of mailbox mounting holes vades among manufacturers.
Attachment of the mailbox to the platform may require drill-
ing additional holes through the mailbox to fit the platform.
4. Attach a newspaper box to a steel post with two I 7/8'
Muffler Clamps spaced 4" apart. Field drill 7/16" holes in
the newspaper box to fit.. Use 2112" x 114" lag bolts to
attach newspaper boxes to wood posts. Newspaper boxes
must not extend beyond the front of the mailbox when the
mailbox door is closed.
5. A Type 2 Support (Standard PIan H-70.20) is required when
2 or more mailboxes are to be installed on one support.
318':r 4 3/4" HEX HEAD
BOLT, 2 WASHERS &
LOCKNUT, LENGTH
TO FrT (TYP.)
PLATFORM - SEE DETAIL,
SHEET 2 AND NOTE 2
318'x2 3/4'HEX BOLT
2 WASHERS &
LOCKNUT çrVP.)
STEEL POST
ANTI-TWIST PLATE - SEE DETAIL,
SHEET 2 AND NOTE 1
7/16'HOLE (TYP.)
318"x23l4'HEX
BOLT, NUT & 2
WASHERS CrYP.)
ALTERNATE
ANTI.TWIST PLATE
DESIGN
BRACKET CrYP.) -
SEE DETAIL, SHEET 2
BRACKET (TYP.)
(sEE DETA|L,
sHEET 2)
318" x 314" HEX BOLT
2 WASHERS AND
LOCKNUT (rYP.)
ANTI-TWIST PLATE -SEE DETAIL,
SHEET 2 AND NOTE 1
1 7/8" MUFFLER CLAMP
2 LOCKNUTS & 2
1',112"
7/16" HOLE
FTP.)
1 1t2'
7/16" HOLE (TYP.)
4x4WOODPOST-SEE
sTD. SPEC.9-28.r{r)
4-
4',
STEEL POST - SEE
sTD. SPEC, $,32.t
I
I'
MAILBOX SUPPORT
TYPE I
STANDARD PLAN H.7O.IO.OI
SHEETIOF2SHEETS
APPROVED FOR PUBLICATION
Pasco Bakotich lll 02-07-12
STAIE DESIGN ENOINEER DATE^-.Tt Worhington Slslo Dopa¡lm.nl of Tron:porlofim
(1 7/8'M-CLAMP)
WASHERS CIYP.)
WOOD POST ASSEMBLY DETAIL
SEE STEEL POST ASSEIIIBLY DETAIL
FOR SPECIFICATIONS NOT SHOWN
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ËËËËl
STEEL POST ASSEMBLY DETAIL
IUAILBOX & PLATFORiI DIMENSIONS
stzE MAILBI PLATF(
L W H L W H
1 19'61t2"81t2"17"6'I
1A 2',1 8"'to 1t2"lg'7 1ti¿'1
2 24"11 1t2"13 1t2',21"11"1
F
VARIABLE
6'TO 12"
VARIABLE
0'To 12"
VARIABLE
0" TO 12'g
?l
rD
Y
É.
=;o23Ío
EDGE OF SHOULDER
OR TURNOUT FACE OF CURB BACK OF SIDEWALK
7 1t2"
3/f 6'(rYP.)
7/16" D|AM.
HOLE (TYP.)
SYMMETRICAL ABOUT
CENTERLINE23t4'x
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STEEL OR
WOOD POST
CURBryPE
VARIES
4',- 3'MrN.
BEHIND CURB
+ UNLESS OTHERWISE SHOWN IN THE PLANS
MAI LBOX PLAC E IIIENT SECTIONS
STEEL OR
WOOD POST
SIDEWALK
MAILBOX
MAILBOX MOUNTING HOLE ffYP.)
SPACE PROVIDED ON BOTH
ENDS TO ALLOW ACCESS TO
FASTENERS - SEE NOTE 3
BEHIND SIDEWALK
ç.
MAILBOX, PLATFORM, & POST
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ôD
STEEL OR
wooD PosT7l'16'x'l 114"
SLOT crYP.)
5/8"
71t2',
TOP
1 1t8"
5116'x I 114'
sLoT (TYP.)
1"1
\f
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7/16'DIAM.
HOLE (TYP.)
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AT EDGE OF
SHOULDER(,J
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5/8" R. (TYP.)
SYMMETRICAL
ABOUT q
END
114'x 518'
sLoT (TYP.)
TOP
SIDE
PLATFORiI DETAIL
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PI.ATFORM
ALIGNMENT DETAIL
MAILBOX SUPPORT
TYPE I
STANDARD PLAN H.7O.I O.OI
SHEET2 OF 2 SHEETS
APPROVED FOR PUBLICATION
Pasco Bakotich lll 02-07-12
STA'TE DESIGN ENGINEER DATE
-w Wo:hinglon Slslo Dcpoñmónlof TrcnrporMion
-!¡;0-
È
sYMMETRIcALneour Q
7/16'D|AM.
HOLE (TYP.)
3'- 3" MtN. O.C.
POSTTO POSTHOLE PLACEMENT FOR
ALTERNATE DESTGN çWP.)
{
(f)
\t23t4',23t4"sl'l
sl
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1114"
ANTI-TWIST PLATE DETAIL
6'NEWSPAPER BOX
- SEE NOTE 4
1 1t2',flT- go"
90'
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ã{
1-
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ANTI-TWIST PLATE - SEE
DETAILS AND NOTE I
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2"
SIDE
wooD Posr
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I
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00
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u.s.
MAIL
u.s.
MAIL
ilAILBOX SUPPORT TYPE 2
FOR DETAILS
SEE STD, PI.AN H-70.20
Ig NÁL
ËËËll
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FRONT
1"
BRACKET DETAIL
tsoitETRtc
BEND
STEEL POST
POST PLACEiIENT DETAIL
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do
MAILBOX-SIZE 1,1A, OR2
(srzE 1A sHowN) - sEE TABLE,
STANDARD PI.AN H.7O.IO, SHEET 2,
FOR DIMENSIONS
3/16, x I. PHILLIPS HEAD SCREW,
2 WASHERS, AND LOCKNUT
WITH NYLON INSERT (TYP.)
- 4 SETS MIN.
ADDITIONAL WASHERS
-AS REOUIRED TO
F|LL GAP (TYP.)
1 7/E'MUFFLER CI.AMP
(1 7/E" M-CLAMP),
2 WASHERS AND
2 LOCKNUTS (TYP.)
NEWSPAPER BOX
- SEE NOTE 5
PI-ATFORM - SEE NOTE 3
TYPE 2 MAILBOX SUPPORT -
SEE STANDARD SPECIFICATION 9.32,7
SNOW GUARD - WHEN REQUIRED
- SEE DETAIL, SHEET 2
MAILBOX MOUNTING HOLE CTYP,)
SPACE PROVIDED ON BOTH
ENDS TO ALLOWACCESS TO
FASTENERS - SEE NOTE 4
MAILBOX
NOTES
1. The anchoring system shall meet NCHRP 350 crash test criteria. Use a socket
and wedge system or the anchoring system supplied by or recommended by
the Type 2 Support manufacturer"
2. A maximum of five mailboxes may be installed on a Type 2 Support.
3. The Platform design shown in this plan is detailed in the PI-ATFORM DETAIL,
Standard Plan H-70.10, Sheet 2, The design features slots that accomodate
several types of mailbox supports; only those slots necessary for assembling the
type being installed are required. An adjustable platform may be used in lieu of
this platform design. Adjustable platforms must fit the 1 7/8" M-Clamp.
4. Center the mailbox on the platform to ensure space for the mailbox door to open
and to allow space for installing the fasteners (see ALIGNMENT DETAIL).
Spacing of mailbox mounting holes varies among manufacturers. Attachment of
the mailbox to the platform may require drilling additional holes through the
mailbox to fit the platform.
5. Attach a newspaper box to a Type 2 Support with two 1 7/8" Muffler Clamps
spaced 4" apart. Field drill 7/16" holes in the newspaper box to fit. Newspaper
boxes must not extend beyond the front of the mailbox when the mailbox door
is closed.
ç,
MAILBOX, PIATFORM
& SUPPORT
PLATFORM__l¡
ALIGNMENT DETAIL
SEE NOTE 4 MAILBOX SUPPORT
TYPE 2
STANDARD PLAN H.7O.2O.OI
SHEETlOF2SHEETS
-w
APPROVED FOR PUBLICATION
Pasco Bakotìch lll 02-16-12
STATE DESIGN ENG¡NEER DAÍE
Worhingion Stoto D.porlmont of Trunrporlolion
Ig NAL
ËËËËË
ASSEilBLY DETAIL
VARIABLE
6" TO 12"
FACE OF CURB
CURB TYPE
VARIES
4'- 3. MtN.
ANCHORING SYSTEM -
SOCKETAND WEDGE SHOWN
(sEE NOTE 1)
MAILBOXSUPPORTS TYPE 2
BEHIND CURB
r. UNLESS OTHERWISE SHOWN IN THE PLANS
IIIAILBOX PLACEII'IENT SECTIONS
VARIABLE
0'To 12"
BACKOF SIDEWALK
SIDEWALK
BEHIND SIDEWALK
SNOW GUARD - WHEN REQUIRED,
PI.ACE ON LEADING END OF
suPPoRT (SEE DETATL)
VARIABLE
0'To 12"
EDGE OF SHOULDER
ORTURNOUT
1',- 6"{.
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(Ð
{.
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ut
ó
crvP.)1"¡1"x1l8'ANGLE ANGLE IRON
1/2'RAISED
EXPANDED
METAL
118 1-4
SECTION
4'- 3'MtN.
TAILBOXSUPPORTTYPE 1
wooD PosT sHow{)
FOR DETAILS,
SEE STANDARD PLAN F7O.1O
x
(t)
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{.
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=to
(Ð
it
1t8
1/2" RAISED
EXPANDED METAL
AT EDGE OF
SHOULDER
)
MUFFLER
CI.AMP
FRONTVIEW
7/16" D|AM. CrYP.)1114"
BOTTOiI VIEW
SNOW GUARD DETAIL
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MAILBOX SUPPORT
TYPE 2
STANDARD PLAN H-7O.2O.OI
SHEET2 OF 2 SHEETS
APPROVED FOR PUBLICATION
Pasco Bakotich lll 02-16-12
STATE DESIGN ENGINEER DATE.-.
?fi w"rninf/nn sloto D.Porlmenl of Trcnrporüion
ä
ot
(t
F
u.s.
MAIL
U.S,
MAILu.s.
MAIL
u.s.
MAIL
u.s.
MAIL
u.s.
MAIL u.s.
MAIL
5" MIN. BETWEEN
MAILBOXES
NEWSPAPER BOX
- SEE NOTE 5
2455 1
s TE
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Ig NÁL
ËËËËË
SPACING DETAIL
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NOTES
1. Size the Below lnlet Grate Device (BIGD) for the storm weter structure it
willservice.
2. The BIGD shall have a built-in high-llow relief system (overflow bypass).
3. The retrieval system must allow removal of the BIGD without spilling the
collected material.
4. Perform maintenance in accordancewith Standard Specification 8-01.3(15).
RETRIEVAL SYSTEM (WP.)
OVERFLOW BYPASS (TYP.)
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
MARK W" MATJRFR
lsoMETRtc vtEw CERTIFICATE NO. OOO598
flOEJ ñ'Sffi
'SI{O7A
Lf3AL ENENEEflNA DOCU.
llÊNl&Jr il! ÊEcfRoMtcàUilcÀÊ. nEoR G¡il4¡- SIC¡EOåyT'lE EXAíÆRAM
APPROW FOR PUSUCAnON, ßWr ON FÆ
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frEW $1INßÍON Sl tE DEpÀRt-
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STORIUI DRAIN
INLET PROTEGTION
STANDARD PI.AN I.4O.2O.OO
SHEET I OF.I SHEET
APPROVED FOR PUBLICATION
Pasco Bakattch lll 09-20-07
^â,uIt
6TATE DESICi¡ EI¡OINEER DATE
Worhinglon Slota D.pErtnrnl of Trunsporlolion
5'MAX.
DRAINAGE GRATE
GRATE FRAME
SEDIMENT AND DEBRIS
TRIM
OVERFLOW BYPASS
BELOW INLET GRATE DEVICE
DRAINAGE GRATE- RECTANGULAR GRATE SHOWN
BELOW INLET GRATE DEVICE
Þ
V
v v
FILTERED
WATER
sEciloN vtEw
NOT TO SCALE
4"4 23"4 23"4"23',4"23"4
10'- 0'
TOP VIEW
slDE vlEw
CENTERLINE & LANE LINE -W=4"
NO-PASS LINE & TWO-WAY LEFT-TURN CENTERLINE- w = 4"
REVERSIBLE LANE LINE - w = 4"
WIDE BROKEN LANE LINE -W= 8"
DETAIL
CENTERLINE & LANE LINE
NO-PASS LINE & TWO.WAY LEFT-TURN CENTERLINE
REVERSIBLE LANE LINE
DOUBLE CENTERLINE & DOUBLE LANE LINE
EDGE LINE & SOLID LANE LINE
GENERAL NOTE
See Standard Plan M-20.10 for pattern and color requirements
PERSPECTIVE VIEW
2'-O"3'-0"
4"4"23"4 23"4"23"4"
TOP VIEW
srDE vtEw
NO-PASSLINE-W=4"
TWO-WAY LEFT.TURN CENTERLINE - W = 4"
DOUBLE CENTERLINE & DOUBLE LANE LINE - W = 4"
EDGE LINE & SOLID LANE LINE - W = 4"
W|DE LANE LINE & WIDE LINE -W = 8"
DOUBLE WDE LANE LINE - W = 8"
BARRIER CENTERLINE - W = 20"
DETAIL
T-3lL
-r-
3l
I
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PROFILED PLASTIC
(EROKEN LtNE)
TOP VIEW
stDE vtEw
EMBOSSED PLASTIC
(soLrD oR BROKEN LrNE)
J
I
I
FOR:
FOR:
PROFILED PLASTIC
(soLrD LrNE)
FOR:
€p
500 MlLs MtN.
SECTION
\t
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+ll
-r-
3ll
)
TOP VIEW
stDE vtEw
DOTTED EXTENSION LINE
)
TOP VIEW
stDEvtEw
DOTTED LANE L¡NE -W = 4"
WDE DOTTED L-ANE LINE - W = 8"
W
¿.¿
PROFILED PLASTIC
(BROKEN L|NE)
23"
40" To 2'0. To 2'
TOP VIEW
100 To 300 M|LS
stDE vtEw
CENTERLINE & tÂNE LINE
NO.PASS LINE
TWO.WAY LEFT-TURN CENTERLINE
160 M|LS MtN.| 114"
[-15 TO 30 M|LS
REVERSIBLE LANE LINE
DOUBLE CENTERLINE & DOUBLE LANE LINE
EDGE LINE & SOLID LANE LINE
=1" I 0"TO2"4"
f\fl
I
t 114"
[-
ú
lrJIot-
UJJlt
fflJoo
t
coz
=É.o
NOT TO SCALE
160 M|LS MtN.
I5 TO 30 MILS
5OO MILS MIN.5OO MILS MIN
Brian
Apr ló 2015 2:27 PM
(òse¡
PROFILED AND EMBOSSED
PLASTIG LINES
STANDARD PLAN NI.2O.2O.O2
SHEETlOFlSHEET
APPROVED FOR PUBLICATION
"STATE DESIGN ENGINEER
-.fi
wøshington Slote Dêporlm.nl of Trcn3porlolion
1tA',
PROFILED EMBOSSED PLASTIC
(soLrD oR BROKEN LrNE)
4 4',20"4"10.10"
100 To 300 MtLs
15 TO 30 MILS160 MILS MIN.
31t2"
6d 90 MILS MIN.
4"
5OO MILS MIN.
3610
EsI
J
Aí
ls NAL
FOR:
1t4"
2020 Asphalt Overlays/Almaroof A - 3 April 23, 2020
Project Number: 20-3001.1
TRAFFIC CONTROL PLANS
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
2
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
28” REFL. CONE
NO ANTICIPATED PEDESTRIAN IMPACTSPEED
LIMIT
20
POSTED
SPEED LIMIT
WHEN CHILDREN
PRESENT
SE 202 ST
Springbrook Elementar y
20035 100th Ave SE
Kent, WA 98031
S 203 ST
Chestnut Ridge
Park
SE 204 ST100 AVE SESTOP
DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE
ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC
USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE.
WAC 296-155-305 SECTION 9(C)
THIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
STOP
STOP
BE
PREPARED
TO
STOP W20-7b
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1 W20-7a
ROAD
WORK
AHEAD
W20-1
BE
PREPARED
TO
STOP W20-7b
W20-7a
W20-7a
ROAD
WORK
AHEAD
W20-1
SPEED
LIMIT
20
POSTED
SPEED LIMIT
WHEN CHILDREN
PRESENT
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
LEGEND
WORK AREA
28” REFL. CONE
EXISTING TRAFFIC FLOW
SIGN LOCATION
FLAGGING STATION
(MIN. 3 FOR THIS SET UP)
STOP
SITE CONDITIONS:
PARKING LANE NOT PRESENT
BIKE LANE NOT PRESENT
K/C METRO ROUTE NOT PRESENT
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES ().MANDATORY
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
SPEED
LIMIT
25
POSTED
SPEED LIMIT
TYPICAL
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
3
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
Kingdom Hall of Jehovah’s Witness
23414 116th Ave SE
Kent, WA 98031
28” REFL. CONE
116 AVE SESE 234 PL
SPEED
LIMIT
35
POSTED
SPEED LIMIT
SHOULDER
WORK
W21-5
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
15’SHOULDERSIDEWALK (CLOSED)ROAD
WORK
AHEAD
W20-1
DRIVEWAY
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
LEGEND
WORK AREA(s)
28” REFL. CONE
EXISTING TRAFFIC FLOW
TEMPORARY PEDESTRIAN FLOW
SIGN LOCATION
5’
MIN.
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
4
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
28” REFL. CONE116 AVE SESPEED
LIMIT
35
POSTED
SPEED LIMIT SHOULDER
WORK
W21-5
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
15’SIDEWALK (OPEN)SIDEWALK ENDS
TEMP ADA
COMPLIANT RAMP
SE 23
3
P
L
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
K/C METRO STOP
UNAFFECTED
SIDEWALK
CLOSED
36” x 24”
R9-9
5’
MIN.
30” x 24”
M4-9R
DETOUR
SE
2
3
3
S
T
ROAD
WORK
AHEAD
W20-1
36” DELINEATOR POST
LEGEND
WORK AREA
28” REFL. CONE
36” DELINEATOR POST
EXISTING TRAFFIC FLOW
TEMPORARY PEDESTRIAN FLOW
SIGN LOCATION
RAMPED SIDEWALK
FLASHING LIGHT FOR
NIGHT TIME CLOSURE
BARRICADE WIDTH
EQUAL TO FULL
WIDTH OF
SIDEWALK
SIDEWALK BARRICADE
SIDEWALK
CLOSED
24” x 12”
R9-9
TOE BOARD
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 36” DELINEATOR POSTS & 28”
REFL. CONES (see TABLE (1) for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
5
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
28” REFL. CONE116 AVE SESPEED
LIMIT
35
POSTED
SPEED LIMIT
SHOULDER
WORK
W21-5
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
15’
ROAD
WORK
AHEAD
W20-1SIDEWALK (OPEN)SIDEWALK ENDS
SE 23
3
P
L
YIELD
R1-2
24” x 24”
TO
PEDESTRIANS
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
K/C METRO STOP
SHALL BE
MAINTAINED
5’
MIN.
SIDEWALK
CLOSED
36” x 24”
R9-9
30” x 24”
M4-9L
DETOUR
SE
2
3
3
S
T
ROAD
WORK
AHEAD
W20-1
36” DELINEATOR POST
LEGEND
WORK AREA
28” REFL. CONE
36” DELINEATOR POST
EXISTING TRAFFIC FLOW
TEMPORARY PEDESTRIAN FLOW
SIGN LOCATION
RAMPED SIDEWALK
FLASHING LIGHT FOR
NIGHT TIME CLOSURE
BARRICADE WIDTH
EQUAL TO FULL
WIDTH OF
SIDEWALK
SIDEWALK BARRICADE
SIDEWALK
CLOSED
24” x 12”
R9-9
TOE BOARD
TEMP ADA
COMPLIANT RAMP
CONE TOP
SIGN
TEMP ADA
COMPLIANT RAMP
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 36” DELINEATOR POSTS & 28”
REFL. CONES (see TABLE (1) for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
6
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
28” REFL. CONE 116 AVE SESPEED
LIMIT
35
POSTED
SPEED LIMIT SHOULDER
WORK
W21-5
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
15’SIDEWALK (OPEN)SE 231 PL
YIELD
R1-2
24” x 24”
TO
PEDESTRIANS
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
SIDEWALK
CLOSED
36” x 24”
R9-9
5’
MIN.
30” x 24”
M4-9R
DETOUR
30” x 24”
M4-9L
DETOURSIDEWALK
CLOSED
36” x 24”
R9-9
ROAD
WORK
AHEAD
W20-1SHOULDER
SIDEWALK (OPEN)SHOULDERLEGEND
WORK AREA
28” REFL. CONE
36” DELINEATOR POST
EXISTING TRAFFIC FLOW
TEMPORARY PEDESTRIAN FLOW
SIGN LOCATION
RAMPED SIDEWALK
36” DELINEATOR POST
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 36” DELINEATOR POSTS & 28”
REFL. CONES (see TABLE (1) for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
TEMP ADA
COMPLIANT RAMP
FLASHING LIGHT FOR
NIGHT TIME CLOSURE
BARRICADE WIDTH
EQUAL TO FULL
WIDTH OF
SIDEWALK
SIDEWALK BARRICADE
SIDEWALK
CLOSED
24” x 12”
R9-9
TOE BOARD
TEMP ADA
COMPLIANT RAMP
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
7
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
28” REFL. CONE
116 AVE SESPEED
LIMIT
35
POSTED
SPEED LIMIT
SHOULDER
WORK
W21-5
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
15’SIDEWALK (OPEN)SE 231 PL
YIELD
R1-2
24” x 24”
TO
PEDESTRIANS
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
ROAD
WORK
AHEAD
W20-1
SHOULDERSHOULDERSE 230 PL
30” x 24”
M4-9R
DETOUR
30” x 24”
M4-9L
DETOURSIDEWALK
CLOSED
36” x 24”
R9-9
5’
MIN.
36” DELINEATOR POST
LEGEND
WORK AREA
28” REFL. CONE
36” DELINEATOR POST
EXISTING TRAFFIC FLOW
TEMPORARY PEDESTRIAN FLOW
SIGN LOCATION
RAMPED SIDEWALK
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 36” DELINEATOR POSTS & 28”
REFL. CONES (see TABLE (1) for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
FLASHING LIGHT FOR
NIGHT TIME CLOSURE
BARRICADE WIDTH
EQUAL TO FULL
WIDTH OF
SIDEWALK
SIDEWALK BARRICADE
SIDEWALK
CLOSED
24” x 12”
R9-9
TOE BOARD
SIDEWALK
CLOSED
36” x 24”
R9-9
CONE TOP
SIGN
TEMP ADA
COMPLIANT RAMP
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
8
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
28” REFL. CONE
SE 248 ST
SPEED
LIMIT
35
POSTED
SPEED LIMIT
W1-4
ROAD
WORK
AHEAD
W20-1
W2-401
CENTER LANE
CLOSED
AHEAD
W20-5
ROAD
WORK
AHEAD
W20-1
R3-5L
MODIFIED
OK
18” x 24”
ROAD
WORK
AHEAD
W20-1107 AVE SEMorrill Meadows
Park
SIDEWALK
SIDEWALK
5’
MIN.
SHALL MAINTAIN 11’
MIN. LANE WIDTH
W6-3
W6-3
36” DELINEATOR POST
LEGEND
WORK AREA
28” REFL. CONE
36” DELINEATOR POST
EXISTING TRAFFIC FLOW
TEMPORARY PEDESTRIAN FLOW
SIGN LOCATION
RAMPED SIDEWALK
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SIDEWALK ENDS
THIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
**
**
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 36” DELINEATOR POSTS & 28”
REFL. CONES (see TABLE (1) for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
FLASHING LIGHT FOR
NIGHT TIME CLOSURE
BARRICADE WIDTH
EQUAL TO FULL
WIDTH OF
SIDEWALK
SIDEWALK BARRICADE
SIDEWALK
CLOSED
24” x 12”
R9-9
TOE BOARD
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
9
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
28” REFL. CONE
SE 248 ST
SPEED
LIMIT
35
POSTED
SPEED LIMIT
W1-4
ROAD
WORK
AHEAD
W20-1
W2-401
CENTER LANE
CLOSED
AHEAD
W20-5
ROAD
WORK
AHEAD
W20-1
R3-5L
MODIFIED
OK
18” x 24”
ROAD
WORK
AHEAD
W20-1107 AVE SEMorrill Meadows
Park
SIDEWALK
SIDEWALK
5’
MIN.
SHALL MAINTAIN 11’
MIN. LANE WIDTH
W6-3
W6-3
36” DELINEATOR POST
LEGEND
WORK AREA
28” REFL. CONE
36” DELINEATOR POST
EXISTING TRAFFIC FLOW
TEMPORARY PEDESTRIAN FLOW
SIGN LOCATION
RAMPED SIDEWALK
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SIDEWALK ENDS
THIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
**
**
YIELD
R1-2
24” x 24”
TO
PEDESTRIANS
SLANTED
CURB
30” x 24”
M4-9R
DETOUR SIDEWALK
CLOSED
36” x 24”
R9-9
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 36” DELINEATOR POSTS & 28”
REFL. CONES (see TABLE (1) for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:FLASHING LIGHT FOR
NIGHT TIME CLOSURE
BARRICADE WIDTH
EQUAL TO FULL
WIDTH OF
SIDEWALK
SIDEWALK BARRICADE
SIDEWALK
CLOSED
24” x 12”
R9-9
TOE BOARD
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
10
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
28” REFL. CONE
SE 248 ST
SPEED
LIMIT
35
POSTED
SPEED LIMIT
8’
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
30” x 24”
M4-9R
DETOUR
ROAD
WORK
AHEAD
W20-1
LEGEND
WORK AREA
28” REFL. CONE
EXISTING TRAFFIC FLOW
TEMPORARY PEDESTRIAN FLOW
SIGN LOCATION
RAMPED SIDEWALK115 AVE SESIDEWALK ENDS
DRIVEWAY
BE
PREPARED
TO
STOP W20-7b
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
STOP
STOP
SHALL MAINTAIN 11’
MIN. LANE WIDTH
DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE
ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC
USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE.
WAC 296-155-305 SECTION 9(C)
.
.
#
,
ROAD
WORK
AHEAD
W20-1W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
W20-7a
STOP
SIDEWALK (OPEN)SIDEWALK (OPEN)30” x 24”
M4-9R
DETOUR
SIDEWALK
CLOSED
36” x 24”
R9-9
SIDEWALK ENDS
SHOULDER
**
THIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
**
FLASHING LIGHT FOR
NIGHT TIME CLOSURE
BARRICADE WIDTH
EQUAL TO FULL
WIDTH OF
SIDEWALK
SIDEWALK BARRICADE
SIDEWALK
CLOSED
24” x 12”
R9-9
TOE BOARD
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
WORK WILL NOT OCCUR
DURING SCHOOL HOURS
MANDATORY
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
11
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
28” REFL. CONE
SPEED
LIMIT
35
POSTED
SPEED LIMIT
SHOULDER
WORK
W21-5
SE 236 PL
YIELD
R1-2
24” x 24”
TO
PEDESTRIANS
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
ROAD
WORK
AHEAD
W20-1
SIDEWALK (OPEN)SHOULDERLEGEND
WORK AREA
28” REFL. CONE
36” DELINEATOR POST
EXISTING TRAFFIC FLOW
TEMPORARY PEDESTRIAN FLOW
SIGN LOCATION
RAMPED SIDEWALK
36” DELINEATOR POST
SIDEWALK
CLOSED
36” x 24”
R9-9
30” x 24”
M4-9R
DETOUR
SIDEWALK
CLOSED
36” x 24”
R9-9
30” x 24”
M4-9L
DETOUR
13’
5’
MIN.132 AVE SE**
THIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
**
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 36” DELINEATOR POSTS & 28”
REFL. CONES (see TABLE (1) for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
TEMP ADA
COMPLIANT RAMP
FLASHING LIGHT FOR
NIGHT TIME CLOSURE
BARRICADE WIDTH
EQUAL TO FULL
WIDTH OF
SIDEWALK
SIDEWALK BARRICADE
SIDEWALK
CLOSED
24” x 12”
R9-9
TOE BOARD
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
28” REFL. CONE
144 AVE SESPEED
LIMIT
35
POSTED
SPEED LIMIT
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
36” DELINEATOR POST
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
12
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
SE 274 CT
(NO SIDEWALK
WITHIN CUL-DE-SAC)
WORK AREA TYPE A
5’
MIN.
LEGEND
WORK AREA
28” REFL. CONE
36” DELINEATOR POST
EXISTING TRAFFIC FLOW
TEMPORARY PEDESTRIAN FLOW
SIGN LOCATION
RAMPED SIDEWALK
NO PARK BARRICADE
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
30” x 24”
M4-9L
DETOUR
SIDEWALK
CLOSED
36” x 24”
R9-9
NO SIDEWALK THIS SIDE OF STREET
SIDEWALK
CLOSED
36” x 24”
R9-9
WORK AREA TYPE B
MATCH SHEET 13
5’
MIN.
SHOULDER
WORK
W21-5
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.SHOULDERYIELD
R1-2
24” x 24”
TO
PEDESTRIANS
ROAD
WORK
AHEAD
W20-1
SE 275 PL
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 36” DELINEATOR POSTS & 28”
REFL. CONES (see TABLE (1) for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
TEMP ADA
COMPLIANT RAMP
FLASHING LIGHT FOR
NIGHT TIME CLOSURE
BARRICADE WIDTH
EQUAL TO FULL
WIDTH OF
SIDEWALK
SIDEWALK BARRICADE
SIDEWALK
CLOSED
24” x 12”
R9-9
TOE BOARD
CONE TOP
SIGN
CONE TOP
SIGN
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
28” REFL. CONE
144 AVE SESPEED
LIMIT
35
POSTED
SPEED LIMIT
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
36” DELINEATOR POST
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
13
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
WORK AREA TYPE B
WORK AREA TYPE B
WORK AREA TYPE A
WORK AREA TYPE A
TEMP ADA
COMPLIANT RAMP
MATCH SHEET 12
SE 274 PL
(NO SIDEWALK
WITHIN CUL-DE-SAC)
5’
MIN.
5’
MIN.
5’
MIN.
LEGEND
WORK AREA
28” REFL. CONE
36” DELINEATOR POST
EXISTING TRAFFIC FLOW
TEMPORARY PEDESTRIAN FLOW
SIGN LOCATION
RAMPED SIDEWALK
NO PARK BARRICADE
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
SE 273 CT
(NO SIDEWALK
WITHIN CUL-DE-SAC)
30” x 24”
M4-9L
DETOURSIDEWALK
CLOSED
36” x 24”
R9-9
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 36” DELINEATOR POSTS & 28”
REFL. CONES (see TABLE (1) for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
FLASHING LIGHT FOR
NIGHT TIME CLOSURE
BARRICADE WIDTH
EQUAL TO FULL
WIDTH OF
SIDEWALK
SIDEWALK BARRICADE
SIDEWALK
CLOSED
24” x 12”
R9-9
TOE BOARD
CONE TOP
SIGN
CONE TOP
SIGN
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
14
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
28” REFL. CONE
SE 208 ST
SPEED
LIMIT
40
POSTED
SPEED LIMIT
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
SIDEWALK (OPEN)**
THIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
**
SIDEWALK ENDS
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1 W4-2L
295’
TEMP ADA
COMPLIANT RAMP
120 PL SESE 209 ST
ROAD
WORK
AHEAD
W20-1
SIDEWALK ENDS
LEGEND
WORK AREA
28” REFL. CONE
EXISTING TRAFFIC FLOW
TEMPORARY PEDESTRIAN FLOW
SIGN LOCATION
RAMPED SIDEWALK
SEQUENTIAL ARROWBOARD
SIDEWALK (OPEN)
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED.
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
15
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
28” REFL. CONE
SPEED
LIMIT
40
POSTED
SPEED LIMIT
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
SIDEWALK (OPEN)
THIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
**
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
ROAD
WORK
AHEAD
W20-1
YIELD
R1-2
24” x 24”
TO
PEDESTRIANS
ROAD
WORK
AHEAD
W20-1
LEGEND
WORK AREA
28” REFL. CONE
EXISTING TRAFFIC FLOW
TEMPORARY PEDESTRIAN FLOW
SIGN LOCATION
RAMPED SIDEWALK
SE 240 ST 137 AVE SE138 AVE SESIDEWALK (OPEN)**100’
TEMP ADA
COMPLIANT RAMP W1-4
W2-401 R3-5L
MODIFIED
OK
18” x 24”
W2-401
CENTER LANE
CLOSED
AHEAD
W20-5
SHALL MAINTAIN 11’
MIN. LANE WIDTH
FLASHING LIGHT FOR
NIGHT TIME CLOSURE
BARRICADE WIDTH
EQUAL TO FULL
WIDTH OF
SIDEWALK
SIDEWALK BARRICADE
SIDEWALK
CLOSED
24” x 12”
R9-9
TOE BOARD
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
TEMP ADA
COMPLIANT RAMP
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
LEGEND
28” REFL. CONE
EXISTING TRAFFIC FLOW
SIGN LOCATION
28” REFL. CONE
SPEEDLIMIT40POSTEDSPEED LIMIT TEMP ADA COMPLIANT RAMP
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED. SE 252 STC
A
N
Y
O
N
D
R
ROADWORKAHEAD W20-1YIELDR1-224” x 24”TOPEDESTRIANS 30” x 24”M4-9RDETOUR24” x 36” R9-11SIDEWALKCLOSEDAHEADROADWORKAHEADW20-1ROADWORKAHEADW20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPOTTER SHALL SAFELY ESCORTPEDESTRIANS THROUGH WORK AREA
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
16
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
MA TCH S
H
E
ET
1
7
ROAD
WORK
AHEAD
W20-1
RIGHT
TURN LANE
CLOSED
AHEAD
SPEED
LIMIT
40
POSTED
SPEED LIMIT
DRIVEWAY
S
ID
EW
A
L
K
(O
P
EN
)
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
28” REFL. CONE
SPEED
LIMIT
40
POSTED
SPEED LIMIT
TEMP ADA
COMPLIANT RAMP
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED. SE 252 STC
A
N
Y
O
N
D
R
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPOTTER SHALL SAFELY ESCORT
PEDESTRIANS THROUGH WORK AREA
ROAD
WORK
AHEAD
W20-1
RIGHT
TURN LANE
CLOSED
AHEAD
SPEED
LIMIT
40
POSTED
SPEED LIMIT
DRIVEWAY
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
17
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
MA TCH S
H
E
ET
1
6
LEGEND
WORK AREA
28” REFL. CONE
EXISTING TRAFFIC FLOW
TEMPORARY PEDESTRIAN FLOW
SIGN LOCATION
RAMPED SIDEWALK
R3-5R
MODIFIED
OK
18” x 24”
S
ID
EW
A
L
K
(
O
P
E
N
)
S
I
D
EW
A
L
K
(
O
P
E
N
)
FLASHING LIGHT FOR
NIGHT TIME CLOSURE
BARRICADE WIDTH
EQUAL TO FULL
WIDTH OF
SIDEWALK
SIDEWALK BARRICADE
SIDEWALK
CLOSED
24” x 12”
R9-9
TOE BOARD
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
28” REFL. CONE
SPEEDLIMIT40POSTEDSPEED LIMIT TEMP ADA COMPLIANT RAMP
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED. SE 252 STC
A
N
Y
O
N
D
R
ROADWORKAHEAD W20-1YIELDR1-224” x 24”TOPEDESTRIANS 30” x 24”M4-9RDETOUR24” x 36” R9-11SIDEWALKCLOSEDAHEADROADWORKAHEADW20-1ROADWORKAHEADW20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPOTTER SHALL SAFELY ESCORTPEDESTRIANS THROUGH WORK AREA
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
18
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
MA TCH S
H
E
ET
1
9
ROAD
WORK
AHEAD
W20-1
SPEED
LIMIT
40
POSTED
SPEED LIMIT
DRIVEWAY
S
ID
EW
A
L
K
(O
P
EN
)
2
9
5
’
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
LEGEND
28” REFL. CONE
EXISTING TRAFFIC FLOW
SIGN LOCATION
SEQUENTIAL ARROWBOARD
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
28” REFL. CONE
SPEED
LIMIT
40
POSTED
SPEED LIMIT
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED. SE 252 STC
A
N
Y
O
N
D
R
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SPOTTER SHALL SAFELY ESCORT
PEDESTRIANS THROUGH WORK AREA
ROAD
WORK
AHEAD
W20-1
RIGHT
TURN LANE
CLOSED
AHEAD
SPEED
LIMIT
40
POSTED
SPEED LIMIT
DRIVEWAY
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
19
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
MA TCH S
H
E
ET
1
8
LEGEND
WORK AREA
28” REFL. CONE
EXISTING TRAFFIC FLOW
TEMPORARY PEDESTRIAN FLOW
SIGN LOCATION
RAMPED SIDEWALK
S
I
D
EW
A
L
K
(
O
P
E
N
)
S
ID
EW
A
L
K
(O
P
EN
)
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
20
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
IF APPLICABLE
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
LEGEND
WORK AREA
36” DELINEATOR POST
EXISTING TRAFFIC FLOW
SIGN LOCATION30” x 24”
M4-9R
DETOUR
30” x 24”
M4-9L
DETOUR
24” x 36”
R9-11
SIDEWALK
CLOSED
AHEAD
SIDEWALK
CLOSED
36” x 24”
R9-9 SIDEWALK
CLOSED
36” x 24”
R9-9
24” x 36”
R9-11
SIDEWALK
CLOSED
AHEAD
30” x 24”
M4-9D
DETOUR CROSSWALK
CLOSED
36” x 24”
R9-3XCSTREET VARIES
STREET VARIES30” x 24”
M4-9D
DETOURCROSSWALK
CLOSED
36” x 24”
R9-3XC
36” DELINEATOR POST
FLASHING LIGHT FOR
NIGHT TIME CLOSURE
BARRICADE WIDTH
EQUAL TO FULL
WIDTH OF
SIDEWALK
SIDEWALK BARRICADE
SIDEWALK
CLOSED
24” x 12”
R9-9
TOE BOARD
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
21
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
IF APPLICABLE
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
STREET VARIES
STREET VARIESW20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
X X X
STOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
X
X
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
X
X
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
XXX
STOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
X
X
28” REFL. CONE
SHALL MAINTAIN 11’
MIN. LANE WIDTH
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
IF NEEDEDSTREET VARIES
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
LEGEND
WORK AREA
28” REFL. CONE
EXISTING TRAFFIC FLOW
SIGN LOCATION
FLAGGING STATION
STOP
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
22
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
IF APPLICABLE
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
STOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
X
X
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
X
X
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
XXX
STOP
STREET VARIES
STREET VARIESW20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
X X X
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
X
X
28” REFL. CONE
SHALL MAINTAIN 10’
MIN. LANE WIDTH
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
IF NEEDEDSTREET VARIESLEGEND
WORK AREA
28” REFL. CONE
EXISTING TRAFFIC FLOW
SIGN LOCATION
FLAGGING STATION
STOP
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
23
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
IF APPLICABLE
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
LEGEND
WORK AREA
EXISTING TRAFFIC FLOW
SIGN LOCATION
FLAGGING STATION
STOP
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
IF NEEDED
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
XXX
STOP
STREET VARIES
STREET VARIESSTOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
X X X
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
X
X
X
STOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
X
XXSTOP
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
STREET VARIESSTREET VARIESSTREET VARIESTRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
3/10/20
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
24
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WASHINGTON STATE TRAFFIC CONTROL
SUPERVISOR
NAME: Christopher D Grose
TCS CARD # 012328
EXP. DATE 1/6/2024
Christopher Grose
ROAD
WORK
AHEAD
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
IF APPLICABLE
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
IF NEEDED
30” x 24”
M4-9L
DETOUR
30” x 24”
M4-9R
DETOUR
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
TEMP ADA
COMPLIANT RAMP
TEMP ADA
COMPLIANT RAMP
TEMPORARY WALKWAY
28” REFL. CONE
20’
LEGEND
WORK AREA
28” REFL. CONES
EXISTING TRAFFIC FLOW
SIGN LOCATION
NO PARK BARRICADE
SIDEWALK
CLOSED
36” x 24”
R9-9
SIDEWALK
CLOSED
36” x 24”
R9-9
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. EMERGENCY VEHICLES SHALL BE GIVEN PRIORITY AT ALL TIMES.
4. IF APPLICABLE, NOTIFY KING COUNTY METRO 5 DAYS IN ADVANCE
OF ROAD WORK. 206-477-1140.
5. IF APPLICABLE, NOTIFY KENT SCHOOL DISTRICT OF WORK TIMES
& DATES.
6. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
7. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
8. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
9. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
10.TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING
HOURS.
GENERAL NOTES:
FLASHING LIGHT FOR
NIGHT TIME CLOSURE
BARRICADE WIDTH
EQUAL TO FULL
WIDTH OF
SIDEWALK
SIDEWALK BARRICADE
SIDEWALK
CLOSED
24” x 12”
R9-9
TOE BOARD
2020 Asphalt Overlays/Almaroof A - 4 April 23, 2020
Project Number: 20-3001.1
PREVAILING WAGE RATES
State of Washington
Department of Labor & Industries
Prevailing Wage Section - Telephone 360-902-5335
PO Box 44540, Olympia, WA 98504-4540
Washington State Prevailing Wage
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe
benefits. On public works projects, worker's wage and benefit rates must add to not less than this
total. A brief description of overtime calculation requirements are provided on the Benefit Code Key.
Journey Level Prevailing Wage Rates for the Effective Date: 04/28/2020
County Trade Job Classification Wage HolidayOvertime Note
*Risk
Class
King Asbestos Abatement Workers Journey Level $50.86 5D 1H View
King Boilermakers Journey Level $69.29 5N 1C View
King Brick Mason Journey Level $58.82 5A 1M View
King Brick Mason Pointer-Caulker-Cleaner $58.82 5A 1M View
King Building Service Employees Janitor $25.58 5S 2F View
King Building Service Employees Traveling Waxer/Shampooer $26.03 5S 2F View
King Building Service Employees Window Cleaner (Non-Scaffold) $29.33 5S 2F View
King Building Service Employees Window Cleaner (Scaffold) $30.33 5S 2F View
King Cabinet Makers (In Shop)Journey Level $22.74 1 View
King Carpenters Acoustical Worker $62.44 7A 4C View
King Carpenters Carpenter $62.44 7A 4C View
King Carpenters Carpenters on Stationary Tools $62.57 7A 4C View
King Carpenters Creosoted Material $62.54 7A 4C View
King Carpenters Floor Finisher $62.44 7A 4C View
King Carpenters Floor Layer $62.44 7A 4C View
King Carpenters Scaffold Erector $62.44 7A 4C View
King Cement Masons Application of all Composition
Mastic
$62.97 7A 4U View
King Cement Masons Application of all Epoxy Material $62.47 7A 4U View
King Cement Masons Application of all Plastic Material $62.97 7A 4U View
King Cement Masons Application of Sealing Compound $62.47 7A 4U View
King Cement Masons Application of Underlayment $62.97 7A 4U View
King Cement Masons Building General $62.47 7A 4U View
King Cement Masons Composition or Kalman Floors $62.97 7A 4U View
King Cement Masons Concrete Paving $62.47 7A 4U View
King Cement Masons Curb & Gutter Machine $62.97 7A 4U View
King Cement Masons Curb & Gutter, Sidewalks $62.47 7A 4U View
King Cement Masons Curing Concrete $62.47 7A 4U View
King Cement Masons Finish Colored Concrete $62.97 7A 4U View
King Cement Masons Floor Grinding $62.97 7A 4U View
King Cement Masons Floor Grinding/Polisher $62.47 7A 4U View
King Cement Masons Green Concrete Saw, self-
powered
$62.97 7A 4U View
King Cement Masons Grouting of all Plates $62.47 7A 4U View
King Cement Masons Grouting of all Tilt-up Panels $62.47 7A 4U View
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King Cement Masons Gunite Nozzleman $62.97 7A 4U View
King Cement Masons Hand Powered Grinder $62.97 7A 4U View
King Cement Masons Journey Level $62.47 7A 4U View
King Cement Masons Patching Concrete $62.47 7A 4U View
King Cement Masons Pneumatic Power Tools $62.97 7A 4U View
King Cement Masons Power Chipping & Brushing $62.97 7A 4U View
King Cement Masons Sand Blasting Architectural Finish $62.97 7A 4U View
King Cement Masons Screed & Rodding Machine $62.97 7A 4U View
King Cement Masons Spackling or Skim Coat Concrete $62.47 7A 4U View
King Cement Masons Troweling Machine Operator $62.97 7A 4U View
King Cement Masons Troweling Machine Operator on
Colored Slabs
$62.97 7A 4U View
King Cement Masons Tunnel Workers $62.97 7A 4U View
King Divers & Tenders Bell/Vehicle or Submersible
Operator (Not Under Pressure)
$116.20 7A 4C View
King Divers & Tenders Dive Supervisor/Master $79.23 7A 4C View
King Divers & Tenders Diver $116.20 7A 4C 8V View
King Divers & Tenders Diver On Standby $74.23 7A 4C View
King Divers & Tenders Diver Tender $67.31 7A 4C View
King Divers & Tenders Manifold Operator $67.31 7A 4C View
King Divers & Tenders Manifold Operator Mixed Gas $72.31 7A 4C View
King Divers & Tenders Remote Operated Vehicle
Operator/Technician
$67.31 7A 4C View
King Divers & Tenders Remote Operated Vehicle Tender $62.69 7A 4C View
King Dredge Workers Assistant Engineer $56.44 5D 3F View
King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F View
King Dredge Workers Boatmen $56.44 5D 3F View
King Dredge Workers Engineer Welder $57.51 5D 3F View
King Dredge Workers Leverman, Hydraulic $58.67 5D 3F View
King Dredge Workers Mates $56.44 5D 3F View
King Dredge Workers Oiler $56.00 5D 3F View
King Drywall Applicator Journey Level $62.44 5D 1H View
King Drywall Tapers Journey Level $62.81 5P 1E View
King Electrical Fixture Maintenance
Workers
Journey Level $31.99 5L 1E View
King Electricians - Inside Cable Splicer $87.22 7C 4E View
King Electricians - Inside Cable Splicer (tunnel) $93.74 7C 4E View
King Electricians - Inside Certified Welder $84.26 7C 4E View
King Electricians - Inside Certified Welder (tunnel) $90.47 7C 4E View
King Electricians - Inside Construction Stock Person $43.18 7C 4E View
King Electricians - Inside Journey Level $81.30 7C 4E View
King Electricians - Inside Journey Level (tunnel) $87.22 7C 4E View
King Electricians - Motor Shop Journey Level $47.53 5A 1B View
King Electricians - Powerline
Construction
Cable Splicer $82.39 5A 4D View
King Electricians - Powerline
Construction
Certified Line Welder $75.64 5A 4D View
King Electricians - Powerline
Construction
Groundperson $49.17 5A 4D View
King Electricians - Powerline
Construction
Heavy Line Equipment Operator $75.64 5A 4D View
King Journey Level Lineperson $75.64 5A 4D View
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Electricians - Powerline
Construction
King Electricians - Powerline
Construction
Line Equipment Operator $64.54 5A 4D View
King Electricians - Powerline
Construction
Meter Installer $49.17 5A 4D 8W View
King Electricians - Powerline
Construction
Pole Sprayer $75.64 5A 4D View
King Electricians - Powerline
Construction
Powderperson $56.49 5A 4D View
King Electronic Technicians Journey Level $53.57 7E 1E View
King Elevator Constructors Mechanic $97.31 7D 4A View
King Elevator Constructors Mechanic In Charge $105.06 7D 4A View
King Fabricated Precast Concrete
Products
All Classifications - In-Factory
Work Only
$18.25 5B 1R View
King Fence Erectors Fence Erector $43.11 7A 4V 8Y View
King Fence Erectors Fence Laborer $43.11 7A 4V 8Y View
King Flaggers Journey Level $43.11 7A 4V 8Y View
King Glaziers Journey Level $66.51 7L 1Y View
King Heat & Frost Insulators And
Asbestos Workers
Journeyman $76.61 5J 4H View
King Heating Equipment Mechanics Journey Level $85.88 7F 1E View
King Hod Carriers & Mason Tenders Journey Level $52.44 7A 4V 8Y View
King Industrial Power Vacuum Cleaner Journey Level $13.50 1 View
King Inland Boatmen Boat Operator $61.41 5B 1K View
King Inland Boatmen Cook $56.48 5B 1K View
King Inland Boatmen Deckhand $57.48 5B 1K View
King Inland Boatmen Deckhand Engineer $58.81 5B 1K View
King Inland Boatmen Launch Operator $58.89 5B 1K View
King Inland Boatmen Mate $57.31 5B 1K View
King Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Cleaner Operator, Foamer
Operator
$31.49 1 View
King Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Grout Truck Operator $13.50 1 View
King Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Head Operator $24.91 1 View
King Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Technician $19.33 1 View
King Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Tv Truck Operator $20.45 1 View
King Insulation Applicators Journey Level $62.44 7A 4C View
King Ironworkers Journeyman $73.73 7N 1O View
King Laborers Air, Gas Or Electric Vibrating
Screed
$50.86 7A 4V 8Y View
King Laborers Airtrac Drill Operator $52.44 7A 4V 8Y View
King Laborers Ballast Regular Machine $50.86 7A 4V 8Y View
King Laborers Batch Weighman $43.11 7A 4V 8Y View
King Laborers Brick Pavers $50.86 7A 4V 8Y View
King Laborers Brush Cutter $50.86 7A 4V 8Y View
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King Laborers Brush Hog Feeder $50.86 7A 4V 8Y View
King Laborers Burner $50.86 7A 4V 8Y View
King Laborers Caisson Worker $52.44 7A 4V 8Y View
King Laborers Carpenter Tender $50.86 7A 4V 8Y View
King Laborers Cement Dumper-paving $51.80 7A 4V 8Y View
King Laborers Cement Finisher Tender $50.86 7A 4V 8Y View
King Laborers Change House Or Dry Shack $50.86 7A 4V 8Y View
King Laborers Chipping Gun (30 Lbs. And Over) $51.80 7A 4V 8Y View
King Laborers Chipping Gun (Under 30 Lbs.) $50.86 7A 4V 8Y View
King Laborers Choker Setter $50.86 7A 4V 8Y View
King Laborers Chuck Tender $50.86 7A 4V 8Y View
King Laborers Clary Power Spreader $51.80 7A 4V 8Y View
King Laborers Clean-up Laborer $50.86 7A 4V 8Y View
King Laborers Concrete Dumper/Chute
Operator
$51.80 7A 4V 8Y View
King Laborers Concrete Form Stripper $50.86 7A 4V 8Y View
King Laborers Concrete Placement Crew $51.80 7A 4V 8Y View
King Laborers Concrete Saw Operator/Core
Driller
$51.80 7A 4V 8Y View
King Laborers Crusher Feeder $43.11 7A 4V 8Y View
King Laborers Curing Laborer $50.86 7A 4V 8Y View
King Laborers Demolition: Wrecking & Moving
(Incl. Charred Material)
$50.86 7A 4V 8Y View
King Laborers Ditch Digger $50.86 7A 4V 8Y View
King Laborers Diver $52.44 7A 4V 8Y View
King Laborers Drill Operator (Hydraulic,
Diamond)
$51.80 7A 4V 8Y View
King Laborers Dry Stack Walls $50.86 7A 4V 8Y View
King Laborers Dump Person $50.86 7A 4V 8Y View
King Laborers Epoxy Technician $50.86 7A 4V 8Y View
King Laborers Erosion Control Worker $50.86 7A 4V 8Y View
King Laborers Faller & Bucker Chain Saw $51.80 7A 4V 8Y View
King Laborers Fine Graders $50.86 7A 4V 8Y View
King Laborers Firewatch $43.11 7A 4V 8Y View
King Laborers Form Setter $50.86 7A 4V 8Y View
King Laborers Gabian Basket Builders $50.86 7A 4V 8Y View
King Laborers General Laborer $50.86 7A 4V 8Y View
King Laborers Grade Checker & Transit Person $52.44 7A 4V 8Y View
King Laborers Grinders $50.86 7A 4V 8Y View
King Laborers Grout Machine Tender $50.86 7A 4V 8Y View
King Laborers Groutmen (Pressure) Including
Post Tension Beams
$51.80 7A 4V 8Y View
King Laborers Guardrail Erector $50.86 7A 4V 8Y View
King Laborers Hazardous Waste Worker (Level
A)
$52.44 7A 4V 8Y View
King Laborers Hazardous Waste Worker (Level
B)
$51.80 7A 4V 8Y View
King Laborers Hazardous Waste Worker (Level
C)
$50.86 7A 4V 8Y View
King Laborers High Scaler $52.44 7A 4V 8Y View
King Laborers Jackhammer $51.80 7A 4V 8Y View
King Laborers Laserbeam Operator $51.80 7A 4V 8Y View
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King Laborers Maintenance Person $50.86 7A 4V 8Y View
King Laborers Manhole Builder-Mudman $51.80 7A 4V 8Y View
King Laborers Material Yard Person $50.86 7A 4V 8Y View
King Laborers Motorman-Dinky Locomotive $51.80 7A 4V 8Y View
King Laborers Nozzleman (Concrete Pump,
Green Cutter When Using
Combination Of High Pressure Air
& Water On Concrete & Rock,
Sandblast, Gunite, Shotcrete,
Water Blaster, Vacuum Blaster)
$51.80 7A 4V 8Y View
King Laborers Pavement Breaker $51.80 7A 4V 8Y View
King Laborers Pilot Car $43.11 7A 4V 8Y View
King Laborers Pipe Layer Lead $52.44 7A 4V 8Y View
King Laborers Pipe Layer/Tailor $51.80 7A 4V 8Y View
King Laborers Pipe Pot Tender $51.80 7A 4V 8Y View
King Laborers Pipe Reliner $51.80 7A 4V 8Y View
King Laborers Pipe Wrapper $51.80 7A 4V 8Y View
King Laborers Pot Tender $50.86 7A 4V 8Y View
King Laborers Powderman $52.44 7A 4V 8Y View
King Laborers Powderman's Helper $50.86 7A 4V 8Y View
King Laborers Power Jacks $51.80 7A 4V 8Y View
King Laborers Railroad Spike Puller - Power $51.80 7A 4V 8Y View
King Laborers Raker - Asphalt $52.44 7A 4V 8Y View
King Laborers Re-timberman $52.44 7A 4V 8Y View
King Laborers Remote Equipment Operator $51.80 7A 4V 8Y View
King Laborers Rigger/Signal Person $51.80 7A 4V 8Y View
King Laborers Rip Rap Person $50.86 7A 4V 8Y View
King Laborers Rivet Buster $51.80 7A 4V 8Y View
King Laborers Rodder $51.80 7A 4V 8Y View
King Laborers Scaffold Erector $50.86 7A 4V 8Y View
King Laborers Scale Person $50.86 7A 4V 8Y View
King Laborers Sloper (Over 20") $51.80 7A 4V 8Y View
King Laborers Sloper Sprayer $50.86 7A 4V 8Y View
King Laborers Spreader (Concrete) $51.80 7A 4V 8Y View
King Laborers Stake Hopper $50.86 7A 4V 8Y View
King Laborers Stock Piler $50.86 7A 4V 8Y View
King Laborers Swinging Stage/Boatswain Chair $43.11 7A 4V 8Y View
King Laborers Tamper & Similar Electric, Air &
Gas Operated Tools
$51.80 7A 4V 8Y View
King Laborers Tamper (Multiple & Self-
propelled)
$51.80 7A 4V 8Y View
King Laborers Timber Person - Sewer (Lagger,
Shorer & Cribber)
$51.80 7A 4V 8Y View
King Laborers Toolroom Person (at Jobsite) $50.86 7A 4V 8Y View
King Laborers Topper $50.86 7A 4V 8Y View
King Laborers Track Laborer $50.86 7A 4V 8Y View
King Laborers Track Liner (Power) $51.80 7A 4V 8Y View
King Laborers Traffic Control Laborer $46.10 7A 4V 9C View
King Laborers Traffic Control Supervisor $46.10 7A 4V 9C View
King Laborers Truck Spotter $50.86 7A 4V 8Y View
King Laborers Tugger Operator $51.80 7A 4V 8Y View
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King Laborers Tunnel Work-Compressed Air
Worker 0-30 psi
$120.61 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 30.01-44.00 psi
$125.64 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 44.01-54.00 psi
$129.32 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 54.01-60.00 psi
$135.02 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 60.01-64.00 psi
$137.14 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 64.01-68.00 psi
$142.24 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 68.01-70.00 psi
$144.14 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 70.01-72.00 psi
$146.14 7A 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 72.01-74.00 psi
$148.14 7A 4V 9B View
King Laborers Tunnel Work-Guage and Lock
Tender
$52.54 7A 4V 8Y View
King Laborers Tunnel Work-Miner $52.54 7A 4V 8Y View
King Laborers Vibrator $51.80 7A 4V 8Y View
King Laborers Vinyl Seamer $50.86 7A 4V 8Y View
King Laborers Watchman $39.18 7A 4V 8Y View
King Laborers Welder $51.80 7A 4V 8Y View
King Laborers Well Point Laborer $51.80 7A 4V 8Y View
King Laborers Window Washer/Cleaner $39.18 7A 4V 8Y View
King Laborers - Underground Sewer &
Water
General Laborer & Topman $50.86 7A 4V 8Y View
King Laborers - Underground Sewer &
Water
Pipe Layer $51.80 7A 4V 8Y View
King Landscape Construction Landscape
Construction/Landscaping Or
Planting Laborers
$39.18 7A 4V 8Y View
King Landscape Construction Landscape Operator $68.02 7A 3K 8X View
King Landscape Maintenance Groundskeeper $17.87 1 View
King Lathers Journey Level $62.44 5D 1H View
King Marble Setters Journey Level $58.82 5A 1M View
King Metal Fabrication (In Shop)Fitter $15.86 1 View
King Metal Fabrication (In Shop)Laborer $13.50 1 View
King Metal Fabrication (In Shop)Machine Operator $13.50 1 View
King Metal Fabrication (In Shop)Painter $13.50 1 View
King Metal Fabrication (In Shop)Welder $15.48 1 View
King Millwright Journey Level $63.94 7A 4C View
King Modular Buildings Cabinet Assembly $13.50 1 View
King Modular Buildings Electrician $13.50 1 View
King Modular Buildings Equipment Maintenance $13.50 1 View
King Modular Buildings Plumber $13.50 1 View
King Modular Buildings Production Worker $13.50 1 View
King Modular Buildings Tool Maintenance $13.50 1 View
King Modular Buildings Utility Person $13.50 1 View
King Modular Buildings Welder $13.50 1 View
King Painters Journey Level $43.40 6Z 2B View
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King Pile Driver Crew Tender $67.31 7A 4C View
King Pile Driver Crew Tender/Technician $67.31 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 0-30.00 PSI
$77.93 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 30.01 - 44.00 PSI
$82.93 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 44.01 - 54.00 PSI
$86.93 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 54.01 - 60.00 PSI
$91.93 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 60.01 - 64.00 PSI
$94.43 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 64.01 - 68.00 PSI
$99.43 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 68.01 - 70.00 PSI
$101.43 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 70.01 - 72.00 PSI
$103.43 7A 4C View
King Pile Driver Hyperbaric Worker - Compressed
Air Worker 72.01 - 74.00 PSI
$105.43 7A 4C View
King Pile Driver Journey Level $62.69 7A 4C View
King Plasterers Journey Level $59.42 7Q 1R View
King Playground & Park Equipment
Installers
Journey Level $13.50 1 View
King Plumbers & Pipefitters Journey Level $89.19 6Z 1G View
King Power Equipment Operators Asphalt Plant Operators $69.16 7A 3K 8X View
King Power Equipment Operators Assistant Engineer $65.05 7A 3K 8X View
King Power Equipment Operators Barrier Machine (zipper) $68.55 7A 3K 8X View
King Power Equipment Operators Batch Plant Operator: concrete $68.55 7A 3K 8X View
King Power Equipment Operators Bobcat $65.05 7A 3K 8X View
King Power Equipment Operators Brokk - Remote Demolition
Equipment
$65.05 7A 3K 8X View
King Power Equipment Operators Brooms $65.05 7A 3K 8X View
King Power Equipment Operators Bump Cutter $68.55 7A 3K 8X View
King Power Equipment Operators Cableways $69.16 7A 3K 8X View
King Power Equipment Operators Chipper $68.55 7A 3K 8X View
King Power Equipment Operators Compressor $65.05 7A 3K 8X View
King Power Equipment Operators Concrete Finish Machine - Laser
Screed
$65.05 7A 3K 8X View
King Power Equipment Operators Concrete Pump - Mounted Or
Trailer High Pressure Line Pump,
Pump High Pressure
$68.02 7A 3K 8X View
King Power Equipment Operators Concrete Pump: Truck Mount
With Boom Attachment Over 42 M
$69.16 7A 3K 8X View
King Power Equipment Operators Concrete Pump: Truck Mount
With Boom Attachment Up To
42m
$68.55 7A 3K 8X View
King Power Equipment Operators Conveyors $68.02 7A 3K 8X View
King Power Equipment Operators Cranes friction: 200 tons and over $71.26 7A 3K 8X View
King Power Equipment Operators Cranes: 100 tons through 199
tons, or 150' of boom (including
jib with attachments)
$69.85 7A 3K 8X View
King Power Equipment Operators Cranes: 20 Tons Through 44 Tons
With Attachments
$68.55 7A 3K 8X View
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King Power Equipment Operators Cranes: 200 tons- 299 tons, or
250' of boom including jib with
attachments
$70.57 7A 3K 8X View
King Power Equipment Operators Cranes: 300 tons and over or 300'
of boom including jib with
attachments
$71.26 7A 3K 8X View
King Power Equipment Operators Cranes: 45 Tons Through 99 Tons,
Under 150' Of Boom (including Jib
With Attachments)
$69.16 7A 3K 8X View
King Power Equipment Operators Cranes: A-frame - 10 Tons And
Under
$65.05 7A 3K 8X View
King Power Equipment Operators Cranes: Friction cranes through
199 tons
$70.57 7A 3K 8X View
King Power Equipment Operators Cranes: through 19 tons with
attachments, A-frame over 10
tons
$68.02 7A 3K 8X View
King Power Equipment Operators Crusher $68.55 7A 3K 8X View
King Power Equipment Operators Deck Engineer/Deck Winches
(power)
$68.55 7A 3K 8X View
King Power Equipment Operators Derricks, On Building Work $69.16 7A 3K 8X View
King Power Equipment Operators Dozers D-9 & Under $68.02 7A 3K 8X View
King Power Equipment Operators Drill Oilers: Auger Type, Truck Or
Crane Mount
$68.02 7A 3K 8X View
King Power Equipment Operators Drilling Machine $69.85 7A 3K 8X View
King Power Equipment Operators Elevator And Man-lift: Permanent
And Shaft Type
$65.05 7A 3K 8X View
King Power Equipment Operators Finishing Machine, Bidwell And
Gamaco & Similar Equipment
$68.55 7A 3K 8X View
King Power Equipment Operators Forklift: 3000 Lbs And Over With
Attachments
$68.02 7A 3K 8X View
King Power Equipment Operators Forklifts: Under 3000 Lbs. With
Attachments
$65.05 7A 3K 8X View
King Power Equipment Operators Grade Engineer: Using Blue
Prints, Cut Sheets, Etc
$68.55 7A 3K 8X View
King Power Equipment Operators Gradechecker/Stakeman $65.05 7A 3K 8X View
King Power Equipment Operators Guardrail Punch $68.55 7A 3K 8X View
King Power Equipment Operators Hard Tail End Dump Articulating
Off- Road Equipment 45 Yards. &
Over
$69.16 7A 3K 8X View
King Power Equipment Operators Hard Tail End Dump Articulating
Off-road Equipment Under 45
Yards
$68.55 7A 3K 8X View
King Power Equipment Operators Horizontal/Directional Drill
Locator
$68.02 7A 3K 8X View
King Power Equipment Operators Horizontal/Directional Drill
Operator
$68.55 7A 3K 8X View
King Power Equipment Operators Hydralifts/Boom Trucks Over 10
Tons
$68.02 7A 3K 8X View
King Power Equipment Operators Hydralifts/Boom Trucks, 10 Tons
And Under
$65.05 7A 3K 8X View
King Power Equipment Operators Loader, Overhead 8 Yards. &
Over
$69.85 7A 3K 8X View
King Power Equipment Operators Loader, Overhead, 6 Yards. But
Not Including 8 Yards
$69.16 7A 3K 8X View
King Power Equipment Operators Loaders, Overhead Under 6 Yards $68.55 7A 3K 8X View
King Power Equipment Operators Loaders, Plant Feed $68.55 7A 3K 8X View
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King Power Equipment Operators Loaders: Elevating Type Belt $68.02 7A 3K 8X View
King Power Equipment Operators Locomotives, All $68.55 7A 3K 8X View
King Power Equipment Operators Material Transfer Device $68.55 7A 3K 8X View
King Power Equipment Operators Mechanics, All (leadmen - $0.50
Per Hour Over Mechanic)
$69.85 7A 3K 8X View
King Power Equipment Operators Motor Patrol Graders $69.16 7A 3K 8X View
King Power Equipment Operators Mucking Machine, Mole, Tunnel
Drill, Boring, Road Header And/or
Shield
$69.16 7A 3K 8X View
King Power Equipment Operators Oil Distributors, Blower
Distribution & Mulch Seeding
Operator
$65.05 7A 3K 8X View
King Power Equipment Operators Outside Hoists (Elevators And
Manlifts), Air Tuggers, Strato
$68.02 7A 3K 8X View
King Power Equipment Operators Overhead, Bridge Type Crane: 20
Tons Through 44 Tons
$68.55 7A 3K 8X View
King Power Equipment Operators Overhead, Bridge Type: 100 Tons
And Over
$69.85 7A 3K 8X View
King Power Equipment Operators Overhead, Bridge Type: 45 Tons
Through 99 Tons
$69.16 7A 3K 8X View
King Power Equipment Operators Pavement Breaker $65.05 7A 3K 8X View
King Power Equipment Operators Pile Driver (other Than Crane
Mount)
$68.55 7A 3K 8X View
King Power Equipment Operators Plant Oiler - Asphalt, Crusher $68.02 7A 3K 8X View
King Power Equipment Operators Posthole Digger, Mechanical $65.05 7A 3K 8X View
King Power Equipment Operators Power Plant $65.05 7A 3K 8X View
King Power Equipment Operators Pumps - Water $65.05 7A 3K 8X View
King Power Equipment Operators Quad 9, Hd 41, D10 And Over $69.16 7A 3K 8X View
King Power Equipment Operators Quick Tower - No Cab, Under 100
Feet In Height Based To Boom
$65.05 7A 3K 8X View
King Power Equipment Operators Remote Control Operator On
Rubber Tired Earth Moving
Equipment
$69.16 7A 3K 8X View
King Power Equipment Operators Rigger and Bellman $65.05 7A 3K 8X View
King Power Equipment Operators Rigger/Signal Person, Bellman
(Certified)
$68.02 7A 3K 8X View
King Power Equipment Operators Rollagon $69.16 7A 3K 8X View
King Power Equipment Operators Roller, Other Than Plant Mix $65.05 7A 3K 8X View
King Power Equipment Operators Roller, Plant Mix Or Multi-lift
Materials
$68.02 7A 3K 8X View
King Power Equipment Operators Roto-mill, Roto-grinder $68.55 7A 3K 8X View
King Power Equipment Operators Saws - Concrete $68.02 7A 3K 8X View
King Power Equipment Operators Scraper, Self Propelled Under 45
Yards
$68.55 7A 3K 8X View
King Power Equipment Operators Scrapers - Concrete & Carry All $68.02 7A 3K 8X View
King Power Equipment Operators Scrapers, Self-propelled: 45 Yards
And Over
$69.16 7A 3K 8X View
King Power Equipment Operators Service Engineers - Equipment $68.02 7A 3K 8X View
King Power Equipment Operators Shotcrete/Gunite Equipment $65.05 7A 3K 8X View
King Power Equipment Operators Shovel, Excavator, Backhoe,
Tractors Under 15 Metric Tons
$68.02 7A 3K 8X View
King Power Equipment Operators Shovel, Excavator, Backhoe: Over
30 Metric Tons To 50 Metric Tons
$69.16 7A 3K 8X View
King Power Equipment Operators $68.55 7A 3K 8X View
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Shovel, Excavator, Backhoes,
Tractors: 15 To 30 Metric Tons
King Power Equipment Operators Shovel, Excavator, Backhoes:
Over 50 Metric Tons To 90 Metric
Tons
$69.85 7A 3K 8X View
King Power Equipment Operators Shovel, Excavator, Backhoes:
Over 90 Metric Tons
$70.57 7A 3K 8X View
King Power Equipment Operators Slipform Pavers $69.16 7A 3K 8X View
King Power Equipment Operators Spreader, Topsider & Screedman $69.16 7A 3K 8X View
King Power Equipment Operators Subgrader Trimmer $68.55 7A 3K 8X View
King Power Equipment Operators Tower Bucket Elevators $68.02 7A 3K 8X View
King Power Equipment Operators Tower Crane Up To 175' In Height
Base To Boom
$69.85 7A 3K 8X View
King Power Equipment Operators Tower Crane: over 175’ through
250’ in height, base to boom
$70.57 7A 3K 8X View
King Power Equipment Operators Tower Cranes: over 250' in height
from base to boom
$71.26 7A 3K 8X View
King Power Equipment Operators Transporters, All Track Or Truck
Type
$69.16 7A 3K 8X View
King Power Equipment Operators Trenching Machines $68.02 7A 3K 8X View
King Power Equipment Operators Truck Crane Oiler/driver - 100
Tons And Over
$68.55 7A 3K 8X View
King Power Equipment Operators Truck Crane Oiler/Driver Under
100 Tons
$68.02 7A 3K 8X View
King Power Equipment Operators Truck Mount Portable Conveyor $68.55 7A 3K 8X View
King Power Equipment Operators Welder $69.16 7A 3K 8X View
King Power Equipment Operators Wheel Tractors, Farmall Type $65.05 7A 3K 8X View
King Power Equipment Operators Yo Yo Pay Dozer $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Asphalt Plant Operators $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Assistant Engineer $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Barrier Machine (zipper) $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Batch Plant Operator, Concrete $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Bobcat $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Brokk - Remote Demolition
Equipment
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Brooms $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Bump Cutter $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cableways $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Chipper $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Compressor $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Concrete Finish Machine - Laser
Screed
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Concrete Pump - Mounted Or
Trailer High Pressure Line Pump,
Pump High Pressure
$68.02 7A 3K 8X View
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King Power Equipment Operators-
Underground Sewer & Water
Concrete Pump: Truck Mount
With Boom Attachment Over 42 M
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Concrete Pump: Truck Mount
With Boom Attachment Up To
42m
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Conveyors $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes friction: 200 tons and over $71.26 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 100 tons through 199
tons, or 150' of boom (including
jib with attachments)
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 20 Tons Through 44 Tons
With Attachments
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 200 tons- 299 tons, or
250' of boom including jib with
attachments
$70.57 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 300 tons and over or 300'
of boom including jib with
attachments
$71.26 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 45 Tons Through 99 Tons,
Under 150' Of Boom (including Jib
With Attachments)
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: A-frame - 10 Tons And
Under
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: Friction cranes through
199 tons
$70.57 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: through 19 tons with
attachments, A-frame over 10
tons
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Crusher $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Deck Engineer/Deck Winches
(power)
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Derricks, On Building Work $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Dozers D-9 & Under $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Drill Oilers: Auger Type, Truck Or
Crane Mount
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Drilling Machine $69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Elevator And Man-lift: Permanent
And Shaft Type
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Finishing Machine, Bidwell And
Gamaco & Similar Equipment
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Forklift: 3000 Lbs And Over With
Attachments
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Forklifts: Under 3000 Lbs. With
Attachments
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Grade Engineer: Using Blue
Prints, Cut Sheets, Etc
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Gradechecker/Stakeman $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Guardrail Punch $68.55 7A 3K 8X View
King $69.16 7A 3K 8X View
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Power Equipment Operators-
Underground Sewer & Water
Hard Tail End Dump Articulating
Off- Road Equipment 45 Yards. &
Over
King Power Equipment Operators-
Underground Sewer & Water
Hard Tail End Dump Articulating
Off-road Equipment Under 45
Yards
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Horizontal/Directional Drill
Locator
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Horizontal/Directional Drill
Operator
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Hydralifts/Boom Trucks Over 10
Tons
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Hydralifts/Boom Trucks, 10 Tons
And Under
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loader, Overhead 8 Yards. &
Over
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loader, Overhead, 6 Yards. But
Not Including 8 Yards
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loaders, Overhead Under 6 Yards $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loaders, Plant Feed $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loaders: Elevating Type Belt $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Locomotives, All $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Material Transfer Device $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Mechanics, All (leadmen - $0.50
Per Hour Over Mechanic)
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Motor Patrol Graders $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Mucking Machine, Mole, Tunnel
Drill, Boring, Road Header And/or
Shield
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Oil Distributors, Blower
Distribution & Mulch Seeding
Operator
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Outside Hoists (Elevators And
Manlifts), Air Tuggers, Strato
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Overhead, Bridge Type Crane: 20
Tons Through 44 Tons
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Overhead, Bridge Type: 100 Tons
And Over
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Overhead, Bridge Type: 45 Tons
Through 99 Tons
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Pavement Breaker $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Pile Driver (other Than Crane
Mount)
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Plant Oiler - Asphalt, Crusher $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Posthole Digger, Mechanical $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Power Plant $65.05 7A 3K 8X View
King Pumps - Water $65.05 7A 3K 8X View
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Power Equipment Operators-
Underground Sewer & Water
King Power Equipment Operators-
Underground Sewer & Water
Quad 9, Hd 41, D10 And Over $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Quick Tower - No Cab, Under 100
Feet In Height Based To Boom
$65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Remote Control Operator On
Rubber Tired Earth Moving
Equipment
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Rigger and Bellman $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Rigger/Signal Person, Bellman
(Certified)
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Rollagon $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Roller, Other Than Plant Mix $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Roller, Plant Mix Or Multi-lift
Materials
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Roto-mill, Roto-grinder $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Saws - Concrete $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Scraper, Self Propelled Under 45
Yards
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Scrapers - Concrete & Carry All $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Scrapers, Self-propelled: 45 Yards
And Over
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Service Engineers - Equipment $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shotcrete/Gunite Equipment $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoe,
Tractors Under 15 Metric Tons
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoe: Over
30 Metric Tons To 50 Metric Tons
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoes,
Tractors: 15 To 30 Metric Tons
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoes:
Over 50 Metric Tons To 90 Metric
Tons
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoes:
Over 90 Metric Tons
$70.57 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Slipform Pavers $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Spreader, Topsider & Screedman $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Subgrader Trimmer $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Tower Bucket Elevators $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Tower Crane Up To 175' In Height
Base To Boom
$69.85 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Tower Crane: over 175’ through
250’ in height, base to boom
$70.57 7A 3K 8X View
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King Power Equipment Operators-
Underground Sewer & Water
Tower Cranes: over 250' in height
from base to boom
$71.26 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Transporters, All Track Or Truck
Type
$69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Trenching Machines $68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Truck Crane Oiler/driver - 100
Tons And Over
$68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Truck Crane Oiler/Driver Under
100 Tons
$68.02 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Truck Mount Portable Conveyor $68.55 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Welder $69.16 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Wheel Tractors, Farmall Type $65.05 7A 3K 8X View
King Power Equipment Operators-
Underground Sewer & Water
Yo Yo Pay Dozer $68.55 7A 3K 8X View
King Power Line Clearance Tree
Trimmers
Journey Level In Charge $53.10 5A 4A View
King Power Line Clearance Tree
Trimmers
Spray Person $50.40 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Equipment Operator $53.10 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Trimmer $47.48 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Trimmer Groundperson $36.10 5A 4A View
King Refrigeration & Air Conditioning
Mechanics
Journey Level $84.01 6Z 1G View
King Residential Brick Mason Journey Level $58.82 5A 1M View
King Residential Carpenters Journey Level $32.06 1 View
King Residential Cement Masons Journey Level $29.25 1 View
King Residential Drywall Applicators Journey Level $46.43 7A 4C View
King Residential Drywall Tapers Journey Level $47.04 5P 1E View
King Residential Electricians Journey Level $36.01 1 View
King Residential Glaziers Journey Level $45.90 7L 1H View
King Residential Insulation Applicators Journey Level $29.87 1 View
King Residential Laborers Journey Level $26.18 1 View
King Residential Marble Setters Journey Level $27.38 1 View
King Residential Painters Journey Level $27.80 1 View
King Residential Plumbers &
Pipefitters
Journey Level $39.43 1 View
King Residential Refrigeration & Air
Conditioning Mechanics
Journey Level $54.12 5A 1G View
King Residential Sheet Metal Workers Journey Level (Field or Shop) $51.89 7F 1R View
King Residential Soft Floor Layers Journey Level $51.07 5A 3J View
King Residential Sprinkler Fitters (Fire
Protection)
Journey Level $50.89 5C 2R View
King Residential Stone Masons Journey Level $58.82 5A 1M View
King Residential Terrazzo Workers Journey Level $54.06 5A 1M View
King Residential Terrazzo/Tile
Finishers
Journey Level $24.39 1 View
King Residential Tile Setters Journey Level $21.04 1 View
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King Roofers Journey Level $55.02 5A 3H View
King Roofers Using Irritable Bituminous
Materials
$58.02 5A 3H View
King Sheet Metal Workers Journey Level (Field or Shop) $85.88 7F 1E View
King Shipbuilding & Ship Repair New Construction Boilermaker $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Carpenter $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Crane Operator $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Electrician $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Heat & Frost
Insulator
$76.61 5J 4H View
King Shipbuilding & Ship Repair New Construction Laborer $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Machinist $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Operating
Engineer
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Painter $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Pipefitter $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Rigger $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Sheet Metal $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Shipfitter $36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction
Warehouse/Teamster
$36.36 7V 1 View
King Shipbuilding & Ship Repair New Construction Welder /
Burner
$36.36 7V 1 View
King Shipbuilding & Ship Repair Ship Repair Boilermaker $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Carpenter $44.95 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View
King Shipbuilding & Ship Repair Ship Repair Electrician $46.22 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Heat & Frost Insulator $76.61 5J 4H View
King Shipbuilding & Ship Repair Ship Repair Laborer $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Machinist $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View
King Shipbuilding & Ship Repair Ship Repair Painter $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Pipefitter $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Rigger $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Sheet Metal $46.15 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Shipwright $44.95 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Warehouse /
Teamster
$45.06 7Y 4K View
King Sign Makers & Installers
(Electrical)
Journey Level $49.44 0 1 View
King Sign Makers & Installers (Non-
Electrical)
Journey Level $31.96 0 1 View
King Soft Floor Layers Journey Level $51.07 5A 3J View
King Solar Controls For Windows Journey Level $13.50 1 View
King Sprinkler Fitters (Fire Protection)Journey Level $82.39 5C 1X View
King Stage Rigging Mechanics (Non
Structural)
Journey Level $13.50 1 View
King Stone Masons Journey Level $58.82 5A 1M View
King Street And Parking Lot Sweeper
Workers
Journey Level $19.09 1 View
King Surveyors Assistant Construction Site
Surveyor
$68.02 7A 3K 8X View
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King Surveyors Chainman $65.05 7A 3K 8X View
King Surveyors Construction Site Surveyor $69.16 7A 3K 8X View
King Telecommunication Technicians Journey Level $53.57 7E 1E View
King Telephone Line Construction -
Outside
Cable Splicer $41.81 5A 2B View
King Telephone Line Construction -
Outside
Hole Digger/Ground Person $23.53 5A 2B View
King Telephone Line Construction -
Outside
Installer (Repairer) $40.09 5A 2B View
King Telephone Line Construction -
Outside
Special Aparatus Installer I $41.81 5A 2B View
King Telephone Line Construction -
Outside
Special Apparatus Installer II $40.99 5A 2B View
King Telephone Line Construction -
Outside
Telephone Equipment Operator
(Heavy)
$41.81 5A 2B View
King Telephone Line Construction -
Outside
Telephone Equipment Operator
(Light)
$38.92 5A 2B View
King Telephone Line Construction -
Outside
Telephone Lineperson $38.92 5A 2B View
King Telephone Line Construction -
Outside
Television Groundperson $22.32 5A 2B View
King Telephone Line Construction -
Outside
Television Lineperson/Installer $29.60 5A 2B View
King Telephone Line Construction -
Outside
Television System Technician $35.20 5A 2B View
King Telephone Line Construction -
Outside
Television Technician $31.67 5A 2B View
King Telephone Line Construction -
Outside
Tree Trimmer $38.92 5A 2B View
King Terrazzo Workers Journey Level $54.06 5A 1M View
King Tile Setters Journey Level $54.06 5A 1M View
King Tile, Marble & Terrazzo Finishers Finisher $44.89 5A 1B View
King Traffic Control Stripers Journey Level $47.68 7A 1K View
King Truck Drivers Asphalt Mix Over 16 Yards $61.59 5D 4Y 8L View
King Truck Drivers Asphalt Mix To 16 Yards $60.75 5D 4Y 8L View
King Truck Drivers Dump Truck $60.75 5D 4Y 8L View
King Truck Drivers Dump Truck & Trailer $61.59 5D 4Y 8L View
King Truck Drivers Other Trucks $61.59 5D 4Y 8L View
King Truck Drivers - Ready Mix Transit Mix $61.59 5D 4Y 8L View
King Well Drillers & Irrigation Pump
Installers
Irrigation Pump Installer $17.71 1 View
King Well Drillers & Irrigation Pump
Installers
Oiler $13.50 1 View
King Well Drillers & Irrigation Pump
Installers
Well Driller $18.00 1 View
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Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
1
************************************************************************************************************
Overtime Codes
Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate
must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for
the worker.
1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and
the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly
rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly
rate of wage.
G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-
ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten
(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment
breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through
Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate
of wage.
I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage.
J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through
Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.
K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on holidays shall be paid at double the hourly rate of wage.
M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage.
All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
2
Overtime Codes Continued
1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday
shall be paid at double the hourly rate of wage.
P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and
one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on
Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)
hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall
be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times
the hourly rate of wage.
R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage.
S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime
hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day
shall be paid at three times the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on
Labor Day shall be paid at three times the hourly rate of wage.
V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and
one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at
double the hourly rate of wage.
W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the
employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid
at double the hourly rate of wage.
X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on
Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the
holiday and all work performed shall be paid at double the hourly rate of wage.
Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any
employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10
workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate
of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the
workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or
40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours
worked on Sundays and Labor Day shall be paid at double the hourly rate of wage.
Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All
hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
3
Overtime Codes Continued
2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
holidays shall be paid at two times the hourly rate of wage.
F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday
pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage.
G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays
shall be paid at two and one-half times the hourly rate of wage including holiday pay.
H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall
be paid at one and one-half times the hourly rate of wage.
O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage.
R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double
the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage.
W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-
hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall
be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and
one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays
shall be paid at double the hourly rate of wage.
3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours
worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday
and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and
midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall
have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given
to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked
eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such
time as the employee has had a break of eight (8) hours or more.
C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage.
All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate
of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at
the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
4
Overtime Codes Continued
3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of
straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid
at double the hourly wage rate.
F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and
one-half times the hourly rate of wage including holiday pay.
H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at
two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be
compensated at one and one half (1-1/2) times the regular rate of pay.
J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on
Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in
excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee
returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period.
4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage.
B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly
rate of wage.
C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at
one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday
due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday
may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked
on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
5
Overtime Codes Continued
4. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates
include all members of the assigned crew.
EXCEPTION:
On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating
plants, industrial plants, associated installations and substations, except those substations whose primary function is
to feed a distribution system, will be paid overtime under the following rates:
The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall
be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times
the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times
the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays
and holidays will be at the double the hourly rate of wage.
All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the
hourly rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours
worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-
day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first
eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium
rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the
hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid
at three times the hourly rate of wage.
I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours
worked on Sundays and holidays shall be paid at double the hourly rate of wage.
J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours
worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly
rate of wage.
K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday
is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all
hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
6
Overtime Codes Continued
4. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours
worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double
the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage,
except that all hours worked on Labor Day shall be paid at double the hourly rate of pay.
M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work
less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-half times the
hourly rate.
N. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays, and all work performed between the hours of midnight (12:00 AM) and eight AM (8:00 AM)
every day shall be paid at double the hourly rate of wage.
O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of
wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all
additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6)
hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage.
P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage.
Q. The first four (4) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is
the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate
of wage.
S. All hours worked on Saturdays and Holidays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays shall be paid at double the hourly rate of wage.
T. The first two (2) hours of overtime for hours worked Monday-Friday shall be paid at one and one-half times the hourly
rate of wage. All hours worked in excess of ten (10) hours per day shall be paid at double the hourly rate of wage. All
hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. For work on Saturday which
is scheduled prior to the end of shift on Friday, the first six (6) hours work shall be paid at one and one-half times the
hourly rate of wage, and all hours over (6) shall be paid double the hourly rate of wage. For work on Saturday which
was assigned following the close of shift on Friday, all work shall be paid at double the hourly rate of wage.
U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement
weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12)
hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
7
Overtime Codes Continued
4. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or
outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and
one-half (1 ½) the straight time rate.
In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at
the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All
work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x)
the straight time rate of pay.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours.
When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be
a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight
(8) hours.
W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time
shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break
of eight (8) hours.
X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6
am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations).
All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established
when considered necessary by the Employer.
The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022),
that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour
schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work
performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one-
half the straight time rate.
When due to conditions beyond the control of the Employer, or when contract specifications require that work can
only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight
time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of
work.
When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
8
Overtime Codes Continued
4. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work
performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of
pay.
Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour
for all hours worked that shift.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
Holiday Codes
5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, and Christmas Day (7).
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, the day before Christmas, and Christmas Day (8).
C. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8).
H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day,
And Christmas (6).
I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6).
J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day,
Christmas Eve Day, And Christmas Day (7).
K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9).
L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday after Thanksgiving Day, And Christmas Day (8).
N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor D ay, Veterans' Day,
Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9).
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday
After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The
Following Monday Shall Be Considered As A Holiday.
Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas
Day (6).
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
9
Holiday Codes Continued
5. R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After
Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2).
S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
And Christmas Day (7).
T. Paid Holidays: New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
6. A. Paid Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8).
E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half-
Day On Christmas Eve Day. (9 1/2).
G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve
Day (11).
H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10).
I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
After Thanksgiving Day, And Christmas Day (7).
T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And
Christmas Day (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be
considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the
holiday.
7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed
As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall
be a regular work day.
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as
a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be
observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday
on the preceding Friday.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
10
Holiday Codes Continued
7. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday
which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a
Saturday shall be observed as a holiday on the preceding Friday.
E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6).
Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which
falls on a Saturday shall be observed as a holiday on the preceding Friday.
K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day
before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday
on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
M. Paid Holidays: New Year's Day, The Day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day
after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the
following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
11
Holiday Codes Continued
7. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
R. Paid Holidays: New Year's Day, the day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day
after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed
as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a
holiday and compensated accordingly.
S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
T. Paid Holidays: New Year's Day, the Day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day
after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation
shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed
as a holiday on the preceding Friday.
V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New
Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be co nsidered
a holiday and compensated accordingly.
W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year’s Day, and a Floating Holiday.
X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday
will be taken on the next normal workday.
Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
Z. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a
holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) Any holiday which falls on a Sunday shall
be observed as a holiday on the following Monday.
B. Holidays: New Year's Day, Martin Luther King Jr. Day, President’s Day, Memorial Day, Independence Day, Labor
Day, Veteran’s Day, Thanksgiving Day, and Christmas Day. (9)
C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the day before Christmas Day and Christmas Day. (8)
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
12
Holiday Codes Continued
15. D. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
after Thanksgiving Day, Christmas Day, and the day after Christmas.
E. Holidays: the day before New Years’s Day, New Year's Day, Martin Luther King, Jr. Day, Presidents' Day, Memorial
Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before
Christmas, and Christmas Day. (12)
Note Codes
8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And
Level C: $0.25.
M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D:
$0.50.
N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level
C: $0.50, And Level D: $0.25.
P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50,
Class C Suit: $1.00, And Class D Suit $0.50.
Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic
Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued
by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31,
2012.
T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary
traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during
construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or
where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of
Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012.
U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50,
And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all
work performed underground, including operating, servicing and repairing of equipment. The premium for
underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive
an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who
do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation
receive an additional $0.50 per hour.
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
13
Note Codes Continued
8. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The
premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay.
Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over
101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet.
Over 221' - $5.00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent
and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’
- $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’.
W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates
would apply to meters not fitting this description.
X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit:
$1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour.
When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a
government agency or the contract specifications requires that work can only be performed outside the normal 5 am
to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time
status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay.
Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions
that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate.
Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require
that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed
on Saturday or Sunday.)
Benefit Code Key – Effective 3/4/2020 thru 9/1/2020
14
Note Codes Continued
9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require
that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their
classification rate.
Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length:
(A) – 130’ to 199’ – $0.50 per hour over their classification rate.
(B) – 200’ to 299’ – $0.80 per hour over their classification rate.
(C) – 300’ and over – $1.00 per hour over their classification rate.
B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal
of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian
traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control
Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the
State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012.
D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or
anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or
manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic
reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,
Level B: $0.75, Level C: $0.50, And Level D: $0.25.