HomeMy WebLinkAboutCAG2021-265 - Original - ICON Materials - 2021 Asphalt Overlays - 06/03/2021ApprovalOriginator:Department:
Date Sent:Date Required:
Mayor or Designee
Date of Council Approval:
Grant? Yes No
Type:Review/Signatures/RoutingDate Received: City Attorney:
Comments:
Date Routed: Mayor’s Office City Clerk’s OfficeAgreement InformationVendor Name:Category:
Vendor Number:Sub-Category:
Project Name:
Project Details:
Agreement Amount:
Start Date:
Local Business? Yes No*
Business License Verification:
If meets requirements per KCC 3.70.100, please complete “Vendor Purchase-Local Exceptions” form on Cityspace.
Yes In-Process Exempt (KCC 5.01.045)
Notice required prior to disclosure?
Yes No
Contract Number:
This form combines & replaces the Request for Mayor’s Signature and Contract Cover
Sheet forms. (Print on pink or cherry colored paper)
Visit Documents.KentWA.gov to obtain copies of all agreementsadccW22373_1_20
Budget Account Number:
Budget? Yes No
Dir Asst:
Sup/Mgr:
Dir/Dep:
rev. 20210513
FOR CITY OF KENT OFFICIAL USE ONLY
Agreement Routing Form
For Approvals, Signatures and Records Management
(Optional)
Basis for Selection of Contractor:
* Memo to Mayor must be attached
Termination Date:
Authorized to Sign:
CAG2021-265
DATE: May 18, 2021
TO: Kent City Council
SUBJECT: 2021 Asphalt Overlays Bid - Award
MOTION: Award the 2021 Asphalt Overlays Project to ICON Materials in the
amount of $5,064,977 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 2021 Asphalt Overlay project will restore asphalt pavement along
with associated sidewalk repairs and curb ramp upgrades to meet Americans with
Disabilities Act requirements. The project is funded by Solid Waste Utility
(residential streets) and B&O funds.
The bid opening for the 2021 Asphalt Overlay Project was held on May 11, 2021
with four bids received. The lowest responsible and responsive bid was submitted
by ICON Materials in the amount of $5,064,977.
Bid Tab Summary
01.ICON Materials $5,064,977.00
02.Miles Resources, LLC $5,236,676.60
03.Tucci & Sons, Inc.$5,380,759.50
04.Lakeside Industries, Inc. $5,894,934.00
Engineer's Estimate $5,793,323.00
BUDGET IMPACT: Project will be paid for using B&O Tax and Solid Waste Utility
Tax funds.
SUPPORTS STRATEGIC PLAN GOAL:
Evolving Infrastructure - Connecting people and places through strategic investments in physical
and technological infrastructure.
Thriving City - Creating safe neighborhoods, healthy people, vibrant commercial districts, and
inviting parks and recreation.
ATTACHMENTS:
1.Asphalt Overlays Bid Tab (PDF)
CONFORMED TO ADDENDUM 1 & 2
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
2021 Asphalt Overlays
Project Number: 21-3001.1
BIDS ACCEPTED UNTIL
May 11, 2021
11:00 A.M.
BID OPENING IMMEDIATELY FOLLOWING
DELIVER TO
CITY OF KENT, CITY HALL
220 4th Avenue S., Kent, WA 98032-5895
CHAD BIEREN, P.E.
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
2O2L Asphalt Overlays
Project Number: 2L-3OO1. 1
BIDS ACCEPTED UNTIL
May Lt,2O2t
11:OO A,M.
BID OPENING IMMEDIATELY FOLLOWING
DELIVER TO
CITY OF KENT, CITY HALL
22O 4th Avenue S., Kent, WA 98032-5895
CHAD BTEREN, P.E.
PUBLIC WORKS DIRECTOR
KENT
WASHTNGToN 3rt73
zuf-21
CPN4 DeveloPment
BTDDER,' no"= u**138fffr1[,,**
CITY OF KENT
KrNG COUNTY, WASHTNGTON
KENT SPECIAL PROVISIONS FOR
2O2L Asphalt Overlays
Project Number: 2L-3OO1. 1
BIDS ACCEPTED UNTIL
May Ll',2O2L
11:OO A.M.
BID OPENING IMMEDIATELY FOLLOWING
DELIVER TO
CITY OF KENT, CrTY HALL
22O 4th Avenue S., Kent, WA 98032-5895
CHAD BTEREN, P,E.
PUBLIC WORKS DIRECTOR
KENT
WasnrNGToN
ORDER OF CONTENTS
Invitation to Bid
Contractor Compliance Statement
Declaration – City of Kent Equal Employment Opportunity Policy
Administrative Policy 1.2 – Minority and Women Contractors
City of Kent Equal Employment Opportunity Compliance Statement
Proposal
Subcontractor List (over $1 million) – HVAC, Plumbing, and Electrical
Subcontractor List (over $1 million) – Structural Steel Installation and Rebar
Installation
Contractor’s Qualification Statement
Statement that Bidder Has Not Been Disqualified
Certification of Compliance with Wage Payment Statutes
Proposal Signature Page
Bid Bond Form
Combined Declaration Form
Non-Collusion, Minimum Wage
Change Order
Bidder’s Checklist
Payment and Performance Bond
Contract
Table of Contents
Kent Special Provisions
Kent Standard Plans
WSDOT Standard Plans
Traffic Control Plans
Prevailing Wage Rates
INVITATION TO BID
Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City
Clerk,s office through May 11, 2O2L up to 11:OO a,m. as shown on the clock on the east wall
of the City Clerk's Office on the firstfloorof 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 immediately
following 11:OO a.m. for the City of Kent project named as follows:
2O2I Asphalt OverlaYs
Project Number: 21-3OO1.1
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 shal ca1 the City Clerk at (253) 856-5725 to drop off bids. The City Clerk will
read the bids out loud from the Clerk's office. Individuals can stand in the lobby
outside the Clerk's office during the bid opening to hear the bid results, but must
stand 6 feet or more aPart.
The project consists of planing bituminous pavement, asphalt overlays, chip sealing, curb ramps'
curb and sidewalk repairs, and other related work.
The City of Kent has determined the project is essential pursuant to the Governor
Inslee issued Proclamation 2O-25. Should a contract be executed and this
proclamation or a similar proclamation be in place, specialized plans and protocols
must be established and implemented to meet the social distancing and sanitation
measures set forth by the United States Department of Labor or the Washington State
Department of Health. It is the contractor's responsibility to implement these
measures.
The Engineer's estimated range for this project is approximately $5,500,000 to $6,000,000' Bid
documents may be obtained by contacting City of Kent Engineering Depaftment, Nancy
yoshitake at 253-856-5508. For technical questions, please call Susanne Smith at 253-856-
5553.
Bids must be clearly marked 'Bid'with the name of the project on the outside of the envelope,
addressed to the Cily Clerk,zz} 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will
be accepted. No facsimiles or electronic submittals will be considered'
Each bid shall be in accordance with the plans and specifications and other contract documents
now on file in the office of the City Engineer, City of Kent, Washington. Plans and
specifications can also be downloaded at no charge at KentWA'qov/doino-
business hids-orocurement. Copies of the WSDOT Standard Specifications are available for
perusal only.
Apprentice Utilization Requirements are mandatory for all public works estimated to cost one
million dollars or more, in which case no less than 15olo of the labor hours must be performed by
apprentices. KCC 6.01,030.
A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the
bid. cPM Development
ConPoratiein
DBA ICON tulaterials
The city of Kent reserves the right to reject any and. all bids on any or all schedules or alternates
or to waive any iniormalities in -the uioJing and shall determine which bid or bidders is the most
responsive, satisfactory and r.rponribte Oi-dder 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
responsiven"r, ,nd iesponsibility deierminations 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 ""v..tion uased upon the neglect or refusal to execute a contract'
Bidders must submit with their initial bid a signed statement as to whether they have previousiy
pe*oimea work subject to the President's Executive order No' 11246'
No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening'
Dated this 26th daY of APril, ZOZL.
BY
Kimberley A.City Cle
published in Daily Journal of commerce on April2T and May 4, 2O2L'
CFM DeveloPment
eorPoration
DEA lCCf{ Materials
CONTRACTOR COM PLIANCE STATEM ENT
(President's Executive Order #LI246)
D 11,2021
This statement relates to a proposed contract with the City of Kent named
2O2L Asphalt OverlaYs
Project Number: 21-3001.1
I am the undersigned bidder or prospective contractor. I represent that -
1.IXX have,have not, participated in a previous contract or
subcontract subject to the President's Executive Order #It246 (regarding equal
employment opportunity) or a preceding similar Executive order.
CPM Develo DBA
NAME OF BIDDER
BY /Construction Manager
1508 ne Ave SE
Pacific,wA 98047-2103
ADDRESS
(Note to Biddersl The information required in this Compliance Statement is
informational only)
202 1 Asphalt Overlays/Smith
Project Number: 21-3001. 1
1 April 27, 2O2L
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 afflrmative response is required on all of the following questions for this
contract to be valid and binding, If any contractor, subcontractor or supplier willfully
misrepresents themselves with regard to the directives outlined, it will be considered a
breach of contract and it will be at the City's sole determination regarding suspension
or termination for all or part of the contract;
The questions are as follows:
1. I have read the attached City of Kent administrative policy number 1.2'
2. During the time of this contract, I will not discriminate in employment on the basis
of sex, race, color, national origin, age, or the presence of all sensory, mental or
physical disability,
3. During the time of this contract, the prime contractor will provide a written
statement to all new employees and subcontractors indicating commitment as an
equal opportunity emPloYer.
4. During the time of the contract I, the prime contractor, will actively consider hiring
and promotion of women and minorities.
5. Before acceptance of this contract, an adherence statement will be signed by me,
the prime Contractor, that the Prime Contractor complied with the requirements as
set forth above.
By signing below,g ree to fulfill the five requirements referenced above
By
For:CPM ent Corporation DBA ICON Materials
Title:Construction Manaqer
Date Mav 11,2021
202 1 Asphalt Overlays/Smith
Project Number: 21-3001.1
2 April 27, 202I
CITY OF KENT
ADMINISTRATIVE POLICY
NUMBER: L.2 EFFECTIVE DATE: JanuarY 1, 1998
SUBJECT:
POLICY:
Equal employment oppoftunity 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
depaftments.
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.
MINORITY AND WOMEN
CONTRACTORS
SUPERSEDES: APril 1, 1996
APPROVED BY Jim White, MaYor
CFM DeveloPment
GorPoration
DBA ICONI Matenlals Alrit2T'202t2021 Asphalt Overlays/Smith
Project Number: 21-3001. 1
3
CITY OF KENT
EQUAL EMPLOYMENT OPPORTUNITY
COMPLIANCE STATEMENT
This form shall be filled out AFTER COMPLETION of this project by the Contractor
awarded the contract.
CPM DeveloPment
CorPoration
I, the undersigned, a duly represented agent of DBA ICON Materials
Company, hereby acknowledge and declare that the before-
mentioned company was the prime contractor for the contract known as 2O21
Asphalt Overlays/Project Number: 21-3OO1.1 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 outlined
in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal
Employment Opportunity Policy that was part of the before-mentioned contract.
By
For
Title:
Date
202 1 Asphalt Overlays/Smith
Project Number: 21-3001. 1
4 April 27,202t
PROPOSAL
To the City Clerk
City Hall
Kent, Washington 98032
The undersigned hereby ceftifies that BillJohnson and Mark Eichelberoer
has examined the job site and constru ction details of the work as outlined on the
plans and described in the specificatio ns for the project named 2O2t Asphalt
Overlays/Project Number: 21-3001.1 for the City of Kent, Washington, and has
read and thoroughly understands the plans and specifi cations and contract governing
the work embraced in this improvement and the method by which payment w
made for that work and hereby proposes to undertake and complete the work
ill be
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 (*), 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 APPROX.
OUANTITY
UNIT
PRICE
TOTAL
AMOUNT
ITEM
N o.
1006 2-03.5
WSDOT
100
CU YDS
$14.00
PeT CY
$1,400.00Roadway Excavation,
Including Haul
Any bids not filled out properly may be considered non-responsive.
202 1 Asphalt Overlays/Smith
Project Number: 21-3001. 1
5
CPM Development
Oorporation
DBA lCOtl Materials April 27,2O2L
SCHEDULEI-SOLIDWASTE
ITEM
NO.
SECTION
NO.
APPROX.
OUANTIW
UNIT
PRICE
TOTAL
AMOUNT
ITEM
1000 L-09.7
WSDOT
1
LUMP SUM
Mobilization $eq67o,ft na4&'6
Per LS
1003 2-01.5
WSDOT
1
LUMP SUM
Clearing and Grubbing sb,,#,@ s lots@,oo
Pei LS
1005
*
2-02.5
KSP
3,700
LN FT
Saw Cut Existing Asphalt
Concrete Pavement
$7:15 $vg-l5,Oo
Per LF
LO07 2-02.5
KSP
180
LN FT
Saw Cut Existing Cement
Concrete Pavement
$ G.6o $ I]1o 'oo
PeT LF
1010
*
2-03,5
WSDOT
690
CU YDS
Roadway Excavation Incl.
Haul
$ 45'45 $ 3l,eaa,5o
Per CY
1015
>F
2-03.5
WSDOT
60
CU YDS
Unsuitable Foundation
Excavation Incl. Haul
$*5,a5 $ 4,'t 1$,oc)
Per CY
1016 8-09,5
KSP
1
LUMP SUM
Removal of Raised Pavement
Markers and Painted and/or
Thermoplastic Traffic
Markings
E2it5o,Mg 2fl6ot0o
Per LS
1020
*
2-02.5
KSP
500
SQ YDS
Remove Existing Asphalt
Concrete Pavement
$ e6,oo $ 13,000'oo
SYPer
LO22 2-02.5
KSP
140
SQ YDS
Remove Existing Cement
Concrete Pavement
$ ae,oo $ L{fl8o ,oo
Per SY
. Items bearing this description is found in more than one schedule. In accordance>K with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
2021 Asphalt Overlays/Smith
Project Number: 21-3001, 1
6
CPM DeveloPment
CorPoration
oanlcoN Materials
May 5,202L
SCHEDULEI-SOLIDWASTE
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
1025
t<
2-02.5
KSP
L,250
SQ YDS
Remove Cement Concrete
Sidewalk
$ 5J,00
Per SY
$63fl5o,00
1030
t<
2-02.5
KSP
2,300
LN FT
Remove Cement Concrete
Curb and Gutter
$ ao,$o $11,\6O,OCt
Per LF
1036
>K
2-02.5
KSP
70
LN FT
Remove Cement Concrete
Traffic Curb
$t?,60 $ qts,oo
Per LF
1040
*
4-03.5
KSP
830
TONS
Gravel Borrow, Including Haul
and Compaction
$7b,&
Per TON
$aq,aBO,OO
1045
*
4-04.5
KSP
1,300
TONS
Crushed Surfacing Top
Course, 5/8 Inch Minus
$ 5Gl,@ $'70prc'&
Per TON
1050
>F
5-04,5
KSP
4,F0e
42;oOO
SQ YDS
Planing Bituminous Pavement $5r85 $*l5F@'6
Per SY
1055
t<
5-04.5
KSP
r€#€€
11rOOO
TONS
HMA for Full Width Overlay
Class L/2", PG 58V-22
$ g[,CO $tlDOI1OCDioD
Per TON
1057
t<
5-04.5
KSP
1,600
TONS
HMA class L/2', PG s8v-22 + t lOl@ $ VlblOF0O
Per TON
1058 5-02.5
KSP
19,000
SQ YDS
Chip Seal $ 8.oo $ lSaPCO.oo
PeT SY
*
2021 Aspha lt Overlays/Smith
Project Number: 21-3001,1
CPM DeveloPment
CorPoration
DBA ICCN Materials
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.
7 May 5,202L
SCHEDULEI-SOLIDWASTE
ITEM
NO.
SECTION
NO.
APPROX.
OUANTITY
UNIT
PRICE
TOTAL
AMOUNT
ITEM
1059 5-03,5
KSP
1
LUMP SUM
Crack Sealing $q,iln,@ $ qp',po
Per LS
1060 5-04.5
KSP
1
CALC
Asphalt Cost Price Adjustment $10,000*x $10,000
Per CALC
**Common orice to all bidders
1061 5-02.5
KSP
20,000
SQ YDS
$ O'.*O
Per SY
$8pQ,@Asphalt for Fog Seal
LO62 5-04,5
KSP
L7
EACH
Speed Cushion $?,NO'@$ $tr 06'OO
PeT EA
LO64 5-04.5
KSP
3 Raised Crosswalk $ +rSoo,bs v760b0O
Per EAEACH
1065
>F
8-14.5
KSP
450
SQ YDS
Cement Concrete Sidewalk $r+$#rf)$ehg*g,oo
Per SY
to67
,<
8-14.5
KSP
50
SQ YDS
Cement Concrete Sidewal k
with Raised Back
$ 9q,oo $ arq 5Ot@-
Per SY
LO70
*
8-14.5
KSP
3B
EACH
Cement Concrete Sidewalk
Ramp Type Parallel A
$2JW,O $ thlm'&
Per EA
LO75
t<
8-14,5
KSP
1
EACH
Cement Concrete Sidewalk
Ramp Type Parallel B
$el*,Oo $ I|fu,&
Per EA
t<
2021 Aspha lt Overlays/Smith
Project Number: 21-3001, 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.
' CPM DeveloPrnent
Corporation
DBA lGCIf{ hfiaterfale
May 5,2021
SCHEDULEI-SOLIDWASTE
ITEM SECTION
NO. NO.
APPROX.
QUANTITY
ITEM UNIT
PRICE
TOTAL
AMOUNT
to76 8-14.5
KSP
2
EACH
Cement Concrete Sidewalk
Ramp Type Perpendicular A
$ rrl5O,0Dg [t}oo,Q
Per EA
1080
t<
8-14.5
KSP
1
EACH
Cement Concrete Sidewalk
Ramp Type Single Direction A
$arl5o, @ s \rv*,oo
Per EA
1085 8-14.5
KSP
4
EACH
Cement Concrete Sidewalk
Ramp Type Combination
tfo6$8P6,@$a
Per
1086 8-14.5
KSP
2
EACH
Cement Concrete Sidewalk
Ramp Type Single
Combination
$2i9Oao$ +t7oo'oo
Per EA
1090
*
8-04,5
KSP
z,3oo
LN FT
Cement Concrete Curb and
Gutter
$ e5,75 $ffip25,Oo
Per LF
LOg2 B-04.5
KSP
850
LN FT
Cement Concrete Extruded
Curb
$ 1o,50
Per LF
5 3$A9,oo
ro94
t<
8-04.5
KSP
220
LN FT
Precast Sloped Mountable
Curb
$ av.Eo $ Stno'oo
Per LF
1095
*
8-04.5
KSP
1,150
LN FT
Pedestrian Curb $ 21,50 $ e+,79,9,oo
Per LF
1096
*
8-14.5
KSP
75
SQ FT
Detectable Warning Surface # 5q"@ $ t+f+}g,Oo
Per SF
,<
2021 Asphalt Overlays/Smith
Project Number: 21-3001. 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.
OFM DeveloPrnent
CorPoratlon
DBA ICON Materials
9 May 5,2O2t
SCHEDULEI-SOLIDWASTE
ITEM
NO.
SECTION
NO.
APPROX.UNIT
PRICE
TOTAL
AMOUNT
ITEM
1 105
t<
7-L2.5
KSP
t20
EACH
Replace Existing Valve Box
Top Section and Lid
$5go,oo $ Q,et'lgp,,6
Per EA
1110
t<
7-05.5
KSP
80
EACH
Replace Existing Manhole
Circular Frame and Cover and
Adjust to Finished Grade
$8q0,6 $1h Q&'@
Per EA
1111
t<
7-05.5
KSP
15
EACH
Replace Existing Manhole
Rectangular Frame and Cover
with Circular Frame and Cover
and Adjust to Finished Grade
$ gqo.oo $ L?fr#,6
PeT EA
1115
t<
7-05.5
KSP
10
EACH
Adjust Existing Manhole Cover $ 55O,OO $ 55@.OO
to Finished Grade Per EA
1119
*
7-05.5
KSP
25
EACH
Replace Existing Catch Basin
Frame and Grate and Adjust
to Finished Grade
#gil9,oo $3q9O,&
Per EA
TL2O
*
7-05.5
KSP
50
EACH
Adjust Existing Catch Basin
Grate to Finished Grade
$t50'6 $ e7'5&.6
Per EA
LL27 7-05.5
KSP
11
EACH
Replace Existing Catch Basin
Rolled Frame and Grate with
Rectangular Frame and Grate
and Adjust to Finished Grade
$ 84O,OO $10p,O,6O
Per EA
LL22
t<
7-05,5
KSP
6
EACH
Replace Existing Catch Basin
Frame and Grate with ADA
Locking Frame and Grate
$ e75'OO $ lr 6$Q'aO
PeT EA
rt23 7-05,5
KSP
1
EACH
Adjust Existing Sanitary
Sewer Cleanout to Finished
Grade
$ 4tO,o0 + 410,60
Per EA
*
2021 Asphalt Overlays/Smith
Project Number: 21-3001. 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.
i CPV1 DeveloPnnent: CorPoration
DBA ICON Matenials
10 May 5,202L
SCHEDULEI-SOLIDWASTE
ITEM
NO.
SECTION
NO.
APPROX.UNIT TOTAL
AMOUNT
ITEM
NTITY
tL24 8-20.5
KSP
2 Adjust Existing Junction Box
to Finished Grade
$ a40,00 $ 6elo.Oo
Per EAEACH
LL25
*
8- 13,5
KSP
g
63
EACH
Install New Riser for
Monument's Case and Cover
and Adjust to Finished Grade
?4I?'@ $ 28P75oo
Per EA
Lt27
t<
8-21.5
KSP
4
EACH
Relocate Existing Sign L#'* $ ar'bo'oo
LI2B 7- 15.5
KSP
2
EACH
Adjust Existing Meter Box to
Finished Grade
$550t@ $ trtOO'O0
Per EA
IT29
*
8-21,5
KSP EACH
4 Permanent Signing Including
Post and Foundation
$ffi,@ $3,po'&
Per EA
1 135 B-18.5
KSP
3 Remove and Reset Existing
Mailbox
$^Go,@ $ttb8,o,oo
PeT EAEACH
L250 8- 13.5
KSP
4 Install New Monument, Case
and Cover to Finished Grade
$1fiDO $ 2,AOO,&
Per EAEACH
L4tO 8-03.5
KSP
1
FORCE
ACCOUNT
$2,000xx
Per FA
$2,000Existing Irrigation Systems
Repair and/or Modification
xxCommon orice to all bidders
1420
t<
8-02.5
WSDOT
100
SQ YDS
Seeding and Fertilizing by
Hand
$A0r@ $2,D6,&
Per SY
*
2021 Asphalt Overlays/Smith
Project Number: 21-3001, 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.
CPM DeveloPmerrt
11 CorPoration
oenlcoN Materials
May 5,202t
SCHEDULEI-SOLIDWASTE
ITEM
NO.
SECTION
NO.
APPROX.
OUANTITY
UNIT
PRICE
TOTAL
AMOUNT
ITEM
L430
t<
8-02.5
KSP
33
CU YDS
Topsoil Type A $ 16,00 $ etSog,M
Per CY
L440
*
8-02.5
KSP
30
CU YDS
Wood Chip Mulch $75,b sQ12fu'0O
Per CY
1500
,<
1-10,5
KSP
1,300
HOURS
Traffic Control Labor $68,6
Per HR
$ 89, t1o*&
1505
t<
1- 10,5
KSP
650
HOURS
Traffic Control Supervisor $ 95,@ $ 55te%,6
Per HR
t507 1-10.5
KSP
160
HOURS
Piloted Traffic Control $ b$,oo E totgW,&
Per HR
15 10 1-10.5
KSP
1
LUMP SUM
Temporary Traffic Control
Devices
s]fl1hb* AFSO,uJ
PeT LS
15 15
t<
1- 10,5
KSP
80
DAYS
Portable Changeable Message $3ErOO
Sign (PCMS) Per DAY
$ 8$cD,&
t520
t<
1-10.5
KSP
100
DAYS
Sequential Arrow Sign (SAS) $ e9r& $ A1*D'6O
Per DAY
L525
t<
1- 10.5
WSDOT
500
sQ Fr
Construction Signs Class A $ J7,$O $6;1%&
Per SF
. Items bearing this description is found in more than one schedule. In accordancet< with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
CFM DeveloPment
2021 Asphalt overlays/Smith t2 COfpOfatiOn Mav 5, 2021
Project Number: 21-3001'1 ngnleoN Materials
SCHEDULEI-SOLIDWASTE
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
1530 8-22.5
KSP
38,100
LN FT
Single Solid Plastic Edge Line $ l'?5 $ 6ltw5oo
Per LF
L532
x<
8-22.5
KSP
230
LN FT
Single Dotted Plastic Edge
Line
$ l.-lO
Per LF
$ aq l,oo
1535
t<
8-22.5
KSP
20,500
LN FT
Profiled Plastic Double Yellow # 7,A9Centerline Per LF
$&t62$,Oo
1540
t<
8-22.5
KSP
220
LN FT
Profiled Plastic Wide Lane Line $V'a9 $ Jt5.OO
Per LF
1545
t<
8-09.5
WSDOT
22
HUNDRED
Raised Pavement Marker
Type 2
$ LlW,b $g,e6o,oo
Per
HUNDRED
1560
,<
8-22.5
WSDOT
460
sQ Fr
Plastic Crosswalk Line $ 6'25 $ 2 ,4t9 'oo
Per SF
1562
t<
B-22.5
KSP
330
LN FT
Plastic Stop Line
(12 Inch Wide)
$6,#
PeT LF
$ ?,ltls,@
1565
*
8-22.5
KSP
350
LN FT
Plastic Stop Line
(24Inch Wide)
$ 8,50 $ 2,q75,@
Per LF
1570
t<
8-22.5
WSDOT
5
EACH
Plastic Traffic Arrow $ I(e@ $ 8;cl0,oo
Per EA
_ Items bearing this description is found in more than one schedule. In accordancet< with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on correspondins
'6$]ifr?$*i6bfiffi6flUle,
Corporation '2021 Asphalt Overlays/Smith 13
Project Number: 21-3001'1 DBAI;6N* Materlals Mav 5' 2021
SCHEDULEI-SOLIDWASTE
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
1580 8-22.5
WSDOT
4
EACH
Plastic Traffic Letter $ tO9.oO I 4Ao,@
Per EA
1585
t<
8-22.5
KSP
1,000
LN FT
Plastic Bike Lane Line $ e,qg
PeT LF
$ (t*fu,@
1595 B-22.5
KSP
7L0
LN FT
Plastic white Line 4-Inch wide $ tr,bS $ qqg,9O
Per LF
1600
t<
8-22.5
KSP EACH
7 Plastic Bike Lane Symbol with $ AtO,6 $ I4la@Arrow Per EA
1605
t<
8-10.5
KSP
L2
EACH
Traffic Pylon $ \10,b $ 1156^00
Per EA
1610 B-22.5
KSP
4 Plastic Pedestrian Symbol $ [qOr@ $ '160,00
Per EAEACH
1650 8-22.5
KSP
6,800
LN FTt<
Double Yellow Centerline Paint
Stripe
$ a,71 E AFJa,&Per LF
1660
t<
8-22.5
KSP
73,7O0
LN FT
White Edge Line Paint Stripe $ 6 r2L $Tfua,oo
Per LF
1700
,<
+74
L77
EACH
8-01. s(2)
KSP
Inlet Protection $ rl5,oo $11Q69,OO
Per EA
_ Items bearing this description is found in more than one schedule. In accordancet< with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
, CFful DeveloPmerrt
2021 Asphatt overtays/Smith L4 corporation May 5,2O2L
Project Number: 21-3001.1 DtsA leON Matefirl':
SCHEDULEI_SOLIDWASTE
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
L702
,<
2,000
LN FT
Wattle8-01.s(2)
WSDOT
$ e,6O
Per LF
$EO&,m
L705
t<
8-01.s(2)
KSP
80
HOURS
ESC Lead $55,,n
Per HR
*l,tPgr66
77tO
t<
80
HOURS
8-01.5
WSDOT
Street Cleaning $16?,@
Per HR
$ la,t+Lp,@
t7t5 1-07.1 s( 1)
KSP
1
LUMP SUM
SPCC Plan $ tlo,oo $ tlo,@
Per LS
L720 8-01.5
WSDOT
I
FORCE
ACCOUNT
$1,500x*
Per FA
$1,500Erosion/Water Pollution
Control
**Common p to all bidders
1750 7-O4.5
KSP
100
LN FT
Ductile Iron Storm Sewer
Pipe, 12 Inch Diameter
Class 50
$ tAe.OO $ I e, A,OO,OO
Per LF
1760 7-05,5
KSP
2 Catch Basin, Type 1 $ 315,00 $ 630,@
Per EAEACH
L770 7-05.5
KSP
2
EACH
Bolt Down Catch Basin
Frame and Grate
$e$.b $ 56D'co-
Per EA
1800
*
8-20.5
KSP
11
EACH
6 Foot Diameter Traffic Loop $ 8(&r@
Per EA
+ Q,*bo'u)
*
2021 Asphalt Overlays/Smith
Project Number: 21-3001. 1
CPM DeveloPment
Corporation
DBA ICON Materials
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 May 5,2O2l
SCHEDULEI-SOLIDWASTE
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTIW
ITEM
1850
t<
8-20,5
KSP
250
LN FT
Additional Lead-In Wire g J'6o $ 11815"60
PeT LF
1900 1
CALC
1-04.4(1)
WSDOT
Minor Changes $5,oo0xx $5,000
Per CALC
x*Common ce to all bi dders
1905 5-04,5
KSP
+€f€e
1319OO
SQ YDS
Asphalt Interlay Fabric $ r-1.65 $64,b45,0o
Per SY
1910 5-04.5
KSP
2+€e
2,8OO
GALLONS
$ o.It
Per GAL
$ bg,ooPG Tack for Pavement
Reinforcement
t<
2021 Asphalt Overlays/Smith
Project Number: 21-3001.1
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 $V1lKlo;\q,b'OO
, CPMI Developnnent
Corporation
DBA lCOhl tuXeterials
16 May 5,202L
SCHEDULE II - B&O
ITEM
NO.
SECTION UNIT
PRICE
TOTAL
AMOUNT
APPROX.
QUANTITY
ITEM
NO
2000 L-09.7
WSDOT
1
LUMP SUM
Mobilization sQh,5@,og qe,6@,@
Pei LS
2003 2-01.5
WSDOT
1
LUMP SUM
Clearing and Grubbing s3,W,6s zrW,Q
Per LS
200s
*
2-02.5
KSP
1,900
LN FT
Saw Cut Existing AsPhalt
Concrete Pavement
$ ?,16 $11e5'&
Per LF
2010
t<
2-03.5
WSDOT
1,650
CU YDS
Roadway Excavation Incl.
Haul
$ q 5,15 $14,6A,$0
Per CY
2015
*
2-03.5
WSDOT
50
CU YDS
Unsuitable Foundation
Excavation Incl. Haul
$q,5'75 $ f,2b2,5o
PeT CY
20t6 8-09.s
KSP
1
LUMP SUM
Removal of Raised Pavement
Markers and Painted and/or
Thermoplastic Traffic
Markinqs
$ eJSo'Q$ e1s,o'o^
PeT LS
2020
t<
2-02.s
KSP
400
SQ YDS
Remove Existing AsPhalt
Concrete Pavement
$ e6,OO $ lo,rt@,oo
Per SY
2025
>F
2-02.5
KSP
1,080
SQ YDS
Remove Cement Concrete
Sidewalk
$,Lb $55rD8O 'oOPer SY
2030
*
2-Q2.5
KSP
1,550
LN FT
Remove Cement Concrete
Curb and Gutter
$ go,5o $ 3l;17500
PeT LF
*
2021 Asphalt Overlays/Smith
Project Number: 21-3001. 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'
CFM DeveloPrnent
CorPoratlelrl
DBA ICON Materials
t7 April 27, 2O2I
SCHEDULE II - B&O
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
2036
t<
2-02.5
KSP
810
LN FT
Remove Cement Concrete
Traffic Curb
$ Jr,60 $ Jo,475'tto
Per LF
2040 4-03.5
KSP
2,L50
TONSx
Gravel Borrow, Including Haul
and Compaction
$ 36,6
Per TON
$77ftOO,b
2045
*
4-O4.5
KSP
1,900
TONS
Crushed Surfacing ToP
Course, 5/8 Inch Minus
$*,oo $luatw,6
Per TON
2050
*
5-04.5
KSP
24,900
SQ YDS
Planing Bituminous Pavement $ 5,65 $l#tcdo9,oo
Per SY
205s
t<
5-04.5
KSP
3,400
TONS
HMA for Full Width OverlaY
Class L/2", PG 58V-22
$q l,oo $7ql+oo,6
Per TON
2057
*
5-04.5
KSP
2,7Q0
TONS
HMA Class L/2", PG 58V-22 $ [to,00
Per TON
$ 2q1p@,b
2060 5-04.5
KSP
1
CALC
Asphalt Cost Price Adjustment $10,000xx $10,000
Per CALC
x*Common p rice to all bidders
206s
>K
8-14.5
KSP
460
SQ YDS
cement Concrete sidewalk S t8,5O $ QePJOtb
Per SY
2070
t<
8-14.5
KSP
24
EACH
Cement Concrete Sidewalk
Ramp Type Parallel A
$ Q1l9ll,@$ SlPOo'&
Per EA
Items bearing this description is found in more than one schedule. In accordance>K with the COnrmCT PROPOSAL - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
2021Asphart overrays/smith 18 cPh/x Development
project Number: 21-3001,1 18 -'
Cotp*rat-iCIn .
Aptit 2T ' 2o2r
DBA |CO[N Materials
SCHEDULE II - B&O
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
2075
t<
8-14.5
KSP EACH
1 Cement Concrete Sidewalk
Ramp Type Parallel B
$e,lfu,bg 2;5o@
Per EA
2080
t<
8-14.5
KSP EACH
5 Cement Concrete Sidewalk
Ramp Type Single Direction A
$elso,@ $ LoF5o.'@
Per EA
2090
t<
8-04.5
KSP
1,550
LN FT
Cement Concrete Curb and
Gutter
$ g5:79 $m,4lE.so
Per LF
2093 8-04.5
KSP
4LO
LN FT
Precast Dual Faced Sloped
Mountable Curb
$3*,oo $ 119+o'oO
Per LF
2094
*
8-04.5
KSP
100
LN FT
Precast Sloped Mountable
Curb
$ e?,9 $ IhSo,O
PeT LF
209s
*
8-04.5
KSP
700
LN FT
Pedestrian Curb $ el,5o $ J5P$o,oo
Per LF
2096
*
8-14.5
KSP
20
sQ Fr
Detectable Warning Suface $ 59,oO $ J1l8O,OO
PeT SF
2100 8-06.5
KSP
110
SQ YDS
Cement Concrete Driveway,
8 Inch Depth, Reinforced
$ 136.00 $ J+tq@,OO
Per SY
2105
*
7-L2.5
KSP
15
EACH
Replace Existing Valve Box
Top Section and Lid
$52O'& $1POO'ccl
PeT EA
t<
202 1 Asphalt Overlays/Smith
Project Number: 21-3001. 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.
CPfd DeveloPrnent Aprit 27, 2o2t
CorPoratir:n
DEA tCCIN,! &fletenlatrs
19
SCHEDULE II - B&O
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAT
AMOUNT
APPROX.
QUANTITY
ITEM
21 10
t<
7-05.5
KSP
30
EACH
Replace Existing Manhole
Circular Frame and Cover and
Adjust to Finished Grade
$ 8q0,00
Per EA
$ e6w,00
2TLL
*
7-05.5
KSP EACH
5 Replace Existing Manhole
Rectangular Frame and Cover
with Circular Frame and Cover
and Adjust to Finished Grade
$ gq0,b $ {ra}9o,oo
Per EA
2Lt5
x
7-0s.5
KSP
10
EACH
Adjust Existing Manhole Cover $5*'N $ 5r5m,@
to Finished Grade Per EA
2119
*
7-05.5
KSP EACH
8 Replace Existing Catch Basin
Frame and Grate and Adjust
to Finished Grade
$ 810,0 $ 6t56o, oo
Per EA
2r20
,<
7-05.5
KSP
8
EACH
Adjust Existing Catch Basin
Grate to Finished Grade
$ 59O,b I als4@,oO
Per EA
2r22
*
7-05.5
KSP
5
EACH
Replace Existing Catch Basin
Frame and Grate with ADA
Locking Frame and Grate
$ 115,00 $ |1775, oo
PeT EA
2t25
*
8-13.5
KSP EACH
4 Install New Riser for
Monument's Case and Cover
and Adjust to Finished Grade
+ rltS,oo $ t;180,oo
Per EA
2L26 8-20.5
KSP
1
EACH
Non-Skid Type 2 Junction Box
Frame and Cover
$ ir05O,00$ [,O5O,OO
Per EA
2L27
*
B-21.5
KSP EACH
3 Relocate Existing Sign $6@.@
PeT EA
$ lr8OO.@
2021 Asphalt Overlays/Smith
Project Number: 21-3001. 1
. Items bearing this description is found in more than one schedule' In accordance
* with the coNTRAcT pRoposAl - NoTE TO BTDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
OPIM DeveloXarnent
CorPoratiorl
DB/\ ICCN f\rlatenials
20 April 27, 2O2I
SCHEDULE II - B&O
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
QUANTITY
ITEM
2t29
*
8-21.5
KSP EACH
8 Permanent Signing Including $ fuO,OO $ 61'100,0O
Post and Foundation Per EA
2420 8-02.5
WSDOT
51
SQ YDS*
Seeding and Fertilizing bY
Hand
$ ?O,OO $ IrO?.o,oO
Per SY
2430
*
8-02.5
KSP
2L
CU YDS
Topsoil Type A $1b,oo $vqq6'cp,
Per CY
2440 8-02.5
KSP
10
CU YDS
Wood Chip Mulch $16,OO $ 1lOt0c
Per CY*
2500
t<
1- 10,5
KSP
1,600
HOURS
Traffic Control Labor $ 69,&
PeT HR
$Jc648f)O,b
2505
*
1- 10.5
KSP
800
HOURS
Traffic Control Supervisor $ 85,n $68t@'OO
Per HR
2510 1- 10.5
KSP
1
LUMP SUM
Temporary Traffic Control
Devices
$afli2,b $ afl5o,oo
Per LS
2515
*
1-10.5
KSP
100
DAYS
Portable Changeable Message
Sign (PCMS)
$V5'b
Per DAY
$3tQDo'@^
2520
>K
1- 10.5
KSP
200
DAYS
Sequential Arrow Sign (SAS) $ A5,&$5tooo'&
PeT DAY
*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.
CPM DeveloPment
CorPoration
DBA ICON ftrtraterials
202 1 Asphalt Overlays/Smith
Project Number: 21-3001. 1
2L April 27,2O2L
SCHEDULE II - B&O
ITEM SECTION
NO. NO.
APPROX.
OUANTITY
ITEM UNIT
PRICE
TOTAL
AMOUNT
2525
t<
1- 10.5
WSDOT
s00
sQ Fr
Construction Signs Class A $ l?,50
PeT SF
$6fl56,&
2532
x
8-22.5
KSP
100
LN FT
Single Dotted Plastic Edge
Line
$ t,JO $ l10,oo
Per LF
2535
>F
8-22.5
KSP
1,100
LN FT
Profiled Plastic Double Yellow $ 7,egCenterline Per LF
$ 7,619,&
2540
t<
8-22.s
KSP
L,230
LN FT
profited Plastic Wide Lane Line $ ?,A, $ 7,Qf1'5O
PeT LF
2545
>K
8-09.s
WSDOT
7
HUNDRED
Raised Pavement Marker
Type 2
s *?o00 $ 7,ol0,oo
Per
HUNDRED
2550 8,500
LN FT
8-22.5
KSP
Profiled Plastic Skip Lane Line $ O'60
Per LF
$511Cc-,@
2555 8-22.5
KSP
8,500
LN FT
Profiled Plastic Two-Way Left
Turn Lane Line
$ 2,lE
PeT LF
$ 18s215'6
2s60
>l<
8-22.5
WSDOT
2,680
sQ Fr
Plastic Crosswalk Line $ r,29
Per SF
$ 11,o1O'b
2562
>l<
8-22.s
KSP
30
LN FT
Plastic Stop Line
(12 Inch Wide)
$ 6,50
PeT LF
$ Lq5,OO
>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.
CPM Development
Corporation
DEA ICONI Materials
202 1 Asphalt Overlays/Smith
Project Number: 21-3001. 1
22 April 27, 2O2I
SCHEDULE II - B&O
ITEM SECTION
NO. NO.
APPROX.
QUANTITY
ITEM UNIT
PRICE
TOTAL
AMOUNT
256s
>K
8-22.5
KSP
540
LN FT
Plastic Stop Line
(24 Inch Wide)
$ 8'5o $ r',Qo 'oo
Per LF
2570
>K
8-22.5
WSDOT
37
EACH
Plastic Traffic Arrow $ lbo,o $ Stqeo,oo
Per EA
2585
*
8-22.5
KSP
2,800
LN FT
Plastic Bike Lane Line $ e,+,$ 618bo'@
Per LF
2s90 8-22.5
KSP
450
LN FT
Plastic Dotted Bike Lane Line $ 2,lo
Per LF
$ 9'+5,oo
2600
*
8-22.5
KSP EACH
9 Plastic Bike Lane Symbol with $ eto'OO $ lrSQOr@Arrow Per EA
2605
,<
2
EACH
8-10.s
KSP
Traffic Pylon $ l7o.Oo $ AOo,@
PeT EA
26t5 8-22.5
KSP
1 Plastic Railroad Crossing
Symbol
$ ?;ff,,@ $ 7100,@
Per EAEACH
2620 1- 10.5
KSP
80
HOURS
Uniformed Off-Duty Police
Officer
$ lo7,OO $gF(&,@
Per HR
2630 8-10.5
KSP
105
EACH
Flexible Post $ -l l,OO $ 7 t+55,ooPer EA
*
202 1 Asphalt Overlays/Smith
Project Number: 21-3001. 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.
CPM DeveloPment
CorPoration
DBA lCCIN Matenlals
23 April 27, 2O2L
SCHEDULE II - B&O
ITEM
NO.
SECTION
NO,
APPROX.
OUANTITY
UNIT
PRICE
TOTAL
AMOUNT
ITEM
2640 8-10,5
KSP
350
LN FT
Plastic Curb $ ?5,@
PeT LF
$ AAaSo 'o
2700
*
100
EACH
8-01.s(2)
KSP
Inlet Protection $ {9'@ $ ul,6OO ' m
Per EA
2702
t<
100
LN FT
8-0 1. s(2)
WSDOT
Wattle $ e,60
Per LF
$ 25o,m
2705
>K
8-01.s(2)
KSP
100
HOURS
ESC Lead g 55'OO $5,$Oo'Oo
Per HR
27rO
*
8-01.5
WSDOT
100
HOURS
Street Cleaning $lbg,b
PeT HR
$ tf"f8@,OO
2720 B-01,5
WSDOT
1
FORCE
ACCOUNT
Erosion/Water Pollution
Control
$1,500xx $1,500
Per FA
*xCommon orice to all bidders
2800
*
8-20.5
KSP
72
EACH
6 Foot Diameter Traffic LooP fi 860,@ $ 6lfieo,6
Per EA
2850
*
B-20.s
KSP
300
LN FT
Additional Lead-In Wire g -1,5o $ A,25o'oo
Per LF
2900 L-04.4(L) 1
WSDOT CALC
Minor Changes $5,000x*
Per CALC
$5,ooo
*xCommon orice to all bidders
*
2021 Asphalt Overlays/Smith
Project Number: 21-3001.1
CFM DeveloPment Aprit27,2o2t
ConPoration
EB,q ICCN l\fraterlals
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.
24
SCHEDULE II - B&O
ITEM SECTION
NO. NO.
APPROX.
QUANTITY
ITEM UNIT
PRICE
TOTAL
AMOUNT
Schedule II Total $I t3'l?r]9l.OO
2021 Asphalt Overlays/Smith
Project Number: 21-3001.1
CPtul DeveloPment
CorPonation
DBA ICCN Materials APrit2T'202t25
BID SUMMARY
,ooSchedule I
Schedule II
TOTAL BID AMOUNT
202 1 Asphalt Overlays/Smith
Project Number: 21-3001.1
Waste
lr 81g,1gl.oo
B&O
5 17,
CPM DeveloPment
CorPoration
DBA ICON Materials26 April 27,202L
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
HVAC, PLUMBING AND ELECTRICAL
Name of Bidder:CPM Development Corporation DBA ICON Materials
Project Namel 2O21 Asn It Overlavs
Project Number:21-3(l01.
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 peformance of the
work of heating, ventilation, and air conditioning; plumbing; and electrical, or name
itself for the work.
Failure of the Bidder to submit, within one hour after the published bid submittal time,
the names of such subcontractors or to name itself to perform such work or the
naming of two or more subcontractors to perform the same work shall render the
Bidder's Bid non-responsive and, therefore, void'
Heating, Ventilation, and Air Conditioning Subcontractor Name:
N/A
Plumbing Subcontractor Name :N/A
Electrical Subcontractor Name :6qG \rrc-
May 11,2021
sig of dder
202 1 Asphalt Overlays/Smith
Project Number: 21-3001.1
Date
27 April 27,202L
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION
Name of Bidder:CPM Development Corporation DBA ICON Materials
Project Name:2O21 As alt Overlavs
Project Number:21-3001.
pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with
whom the Bidder, if awarded the contract, will subcontract for performance of the
work of structural steel installation and rebar installation'
Failure of the Bidder to submit, within 48 hours after the published bid submittal time,
the names of such subcontractors or to name itself to perform such work or the
naming of two or more subcontractors to perform the same work shall render the
Bidder's Bid non-responsive and, therefore, void.
Structural Steel Installation Subcontractor Name:N/A
Rebar Installation Subcontractor Name :N/A
Mav 11,2021
si
202 1 Asphalt Overlays/Smith
Project Number: 21-3001. 1
e Date
28 April 27,202I
CoNTRACTOR'S QUALTFTCATTON STATEM ENT
(RCW 39.O4.35O)
THE CITY WILL REVIEW THE CONTRACTOR'S RESPO,NSES TO THIS FORM TO
DETERMINE WHETHER THE BIDDING CONTRACTOR.TS RESPONSIBLE TO
PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERTA
ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A
RESPONSIB LE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLTC
WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY
THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT'
THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY.
Indicia of contractor's responsibility inherently involve subjective determinations as to
the contractor's ability to perform and complete the contract work responsibly and to
the owner city's satisfaction. The city has an obligation and a duty to its citizens and
its taxpayers to administer its budgets and complete its projects in a businesslike
manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a
business would conduct when selecting a contractor who will be responsible to
perform the contract work.
The city's supplemental criteria are based, in large part, on the qualification statement
form used by the American Institute of Architects. The city provides these criteria so
as to provide the most objective framework possible within which the city will make its
decision regarding the bidder's ability to be responsible to perform the contract work.
These criteiia, 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
fofth in this qualification statement, but that request may only be made within 48
hours of the date and time that the bidder first obtains the bid documents or three (3)
business days prior to the scheduled bid opening date, whichever occurs first. If the
city receives a modification request, it will consider any information submitted in the
request and will respond before the bid submittal deadline. If the city's evaluation
results in changed criteria, the city will issue an addendum establishing the new or
modified criteria.
If the city determines that, based on the criteria established in this statement, a
bidder is not responsible to perform the contract work, the city will provide written
notice of its determination that will include the city's reason for its decision. The
bidder has 24 hours from the time the city delivers written notice to the bidder that
the bidder is not responsible to peform the contract work to appeal the city's
determination. No appeals will be received after the expiration of this 24 hour appeal
period. The city may deliver this notice by hand delivery, email, facsimile, or regular
mail. In the event the city uses regular mail, the delivery will be deemed complete
three days after being placed in the U,S. Mail. The bidder's right to appeal is limited to
the single remedy of providing the city with additional information to be considered
before ihe 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.
CPM1 DeveioPnnent
CorPoration
DE,q ICCN Materials
2021 Asphalt Overlays/Smith
Project Number: 21-3001.1
29 April 27, 2O2I
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 ST6N THIS FORM AS PART OF YOUR BID' FAILURE TO
PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMTNATION
THAT YOUR BID IS AIOAI-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 to be misle ing.
SUBMITTED BY:
NAME:
ADDRESS:
Ma berger
1508 Valentine Ave SE
Pacific, WA 98047-2103
PRINCIPAL OFFICE:
ADDRESS:
CPM Development Corporation DBA ICON Materials
1508 Valentine Ave SE
Pacific, WA 98047-2103
PHONE
FAX:
206 575-3200
206 575-3207
STATUTORY REQUIREMENTS - Per state law a bidder must meet the
fol lowing responsibi lity criteria
1. Required Responsibility Criteria
1.1 provide a copy of your Department of Labor and Industries certificate of
registration in compliance with chapter L8.27 RCW'
1.2 Provide your current state unified business identifier number.
1.3
L.4
2021 Asphalt Overlays/Smith
Project Number: 21-3001, 1
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.
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
30 April 27,202L
I ){t,l')lrt ij'llir.:rir1. (r' l irlr(.rlr'rlrrli illlt.l.lrf.rll.l r{',11
i,( ),{-., .,r,.i/1',i(.1
.'''
'ii1:i,t..1{:)'1 .(r ,,lir '!rl ( r\il ji i-j 1.11,r' I 11!,r irL '
' '' 'r;: i' ili'''l "'rj i 1"i )'i'l i'l'lillir-' ii
I'l
I
:l:
).., ,tr;rl) ' 1 i)rr': :...' )i:'Il',''t\).,1:.)r ( .i: l.i:l l\ii r'i'l 'i' lil. l:/', 1 . ,
I j,(li, \i '', j ,i .l\l i i.l\rl: r,'..r'j,i '
l' ,,., ( .1 i,,l ( ' \rrr.,'0. ril.l.i1,l,tt ,'
I . 1 I rii ',,.1 .,'j l .l i. i,,', j ,,
t^.i r,t i.'i ' i,i ''. ''l liil'lr r:():lr')i '1r
l. I I ji (r1.)'l tl(),:1,. ;l':,'1
rs0il
tll'r"{li!i.iir
actH
CONTRACTOR'S QUALIFICATION STATEMENT
1. STATUTORY REQUIREMENT$
1.2 601006 854 State Unified Business ldentifier
1.3 618584 01 0 Employment Security Dept number
600 664 231 State Excise Tax Registration number
7.4 CPM Development Gorporation DBA ICON Materials, including any subsidiary
companies or affiliated companies under majority ownership or under control by the
owners of ICON Materials, 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).
{.5 CPM Development Corporation DBA ICON Materials, that within the three year
period immediately preceding the bid solicitation date, our 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 assessrnent
issued by the Department of Labor and lndustries or through a civiljudgement entered
by a court of limited or general Jurisdiction.
1.6 See attached proof that a designated person or persons with CPM Development
Corporation DBA ICON Materials has completed three or more public works projects
and have a valid business license in Washington for three or more years and is exempt
from this training requirement.
--,e
Rob Meidinger General ManagerA/P
trCON Materials Corporate Office 1508 Valentine Ave SE Pacific, WA 98047
206-575-3200 Phone 206-575-3207 Facsimile
ICONM*"'982CF An Equal Opportunity Employer
#Employmenl Sccurfify Dspoliment
WASHIIGTON STATE
P.O. Box 9(X6 o Olyrnpia, WA 98507-9046
Thx Rate Notice
2030 ESD numbcr: fi10{l8584{ll-0
CPMDEVETOPJ@NT
SPOI(ANE , WA 99220-3366
Your tax rate fior 2O2l will be
new tax rate ls higher than
Your
Please contact us if we can assist you. To learn more about how
esd.wa.goy/tgx-ratcs.
.-UBInumber:
December 18,2020
6.020/o.
last yean
rate calculation.
your tax rate is determinod, please visit
Your
rate is a
For tax rate quostionc and cornections:
Employment Security Departmenl
Experience Rating Unit
P.O. Box 9046
Olympia" WA 98507-9046
855-829-9243 800-794-7657 fur
For account questions:
Employment Security Department
AMC Olympia (Spolane)
PO Box 9M6
Olympiao WA 98507-9046
855-829-9243 800-794-7657 fwr
5.Af/o
L46o/o
0-00%
-0.860/o
6.W
0.02o/o
-.si;i-
Salttd_
You pay tax on an
employoe's wages
only up to
the202l CIxable
w.age base:
$s6s00
UI social cost rate
UI Tnst Fund solvency surchalge
ul timit deduction (This deduction reduces your rate to the maximum rate.)
$#otil af naoeph'an* iaa*mso r@
Emplo5rment Adminisrative Fund (EAF)
kdrl effrc $rycfir nsro
Dxpedonce Year
o7l0ut9 -o6i30n0
o7l0l/|8 -MR0n9
o7t0t/17 -06R0n8
07/0U16 -06t30n7
Experience Tlansfersd IN
Total $7,489,715.50 $108,557,481.82 = 0.063993
Bonofit charges divided by Taxable wages oquals Benefit Ratio
tax rate ls w8g€s.on and
are ofshare benofits thafcharges
8r€amount
on your benefit natio, you were assigned rate class 40.
Benefit Charyes*
92432,4t0.37
$1,785,703.30
$1,550,5E7.21
9t,720,4u.50
$533.12
Ihrable Wagw**
827,799,742.99
$29,299,t26.20
g%,528,97t.38
fi24,929,941.25
lD 1028 (12tlll09l EitS 174 Ter rate nottce
stilE (lFwtslllN6r(}H
Department of Labor & lndustries
Certificate of Workers' Compensation Coverage
April 28, 2021
:WA UBI No.601 006 854
L&lAccount lD 700,174-00
Legal Business Name CPM DEVELOPMENT CORP
Doing Business As CRH AMERICAS
, Workers'Comp Premium Status:Self lnsured. This business is certified to cover its own :
workers' comp costs. No premiums due.
Estimated Workers Reported
(See Description Below)
N/A
Account Representative Employer Services Help Line, (360) 902-4817
Licensed Contractor?, Yes
License No.!lcoNM.*982CF
iLicense Expiration ,0210712022
What does "Estimated Workers Reported" mean?
Estimated workers reported represents the number of full
time position requiring at least 480 hours of work per
calendar quarter. A single 480 hour position may be filled
by one person, or several part time workers.
lndustrial lnsurance lnformation
Employers report and pay premiums each quarter based
on hours of employee work already performed, and are
liable for premiums found later to be due. lndustrial
insurance accounts have no policy periods, cancellation
dates, limitations of coverage or waiver of subrogation
(See RCW 51..l2.050 and 51.16.190).
Amrmmmdt j r.adr a rndirstrieslhtrpsrZlOi.wagq).
ICON MATERIALS
-q!|ngl-o-.1.-!n{-9-8,.p-9.r-99t'"
Principals
GAUGER, JAMES DEAN, PRESIDINT
MADDEN JR, JOHN JAMES, VICE
PRESIDENT
LEWIS-DEVANEY SUSAN GAIL, VICE
PRESIDENT
F ranz, Paul, VICE PRESIDENT
Shogren, John Nicholas, VICE PRESIDENT
Nudell, Kimberly Sue, SECRETARY
BROWN II, CHARLES
RODNEY TREASURER
PARSON, JOHN W DIRECTOR
CYR, BRUCE, PRESIDENT
(End:01272006)
SHAFFER, JEFFREY S, PRESIDENT
(End:0910412013)
RADICH, JIM, VICE PRESIDENT
(End:0910412013)
MURPHY MARK DANIEL, VICE PRESIDENT
(End: 11130120151
SALISBURY PAUL DOUGLAS, SECRETARY
(End: 1113012015)
O'DRISCOLL, MICHAEL G, DIRECTOR
lEnd: 11130/2015)
Doing business as
ICON MATERI,ALS
WA UBI No.
601 006 854
Received by L&l
02112t2007
I5O8 VALENTINE AVE SE
PACIFIC, WA 98047
206-575-3200
KII{G
License
Verify the coniractor's active registration / license / cerlification (depending on trade) and any past violations.
9p-npLlgg!!gn.-99lln9l-o-I Actlve
Ilteets current requlrements.
License specialties
GEI{ERAL
License no.
lcoNM$9S2CF
Effective - expira{ion
0a06t2002- o2t0712022
Bond
FIDELITY & DEP GO OF MARY!.AND
Bond account no.
8876949
$12,O00.00
Business type
Corporatlon
Governing persons
DAN
w
tTIURPHY
J TIMOTHY MURPHY
MICHAEL K MURPHY
Effeclive date
o210612007
Expiration date
lmvre.tl*-e-
Llberfy Mutual Flre lnsurance
Policy no.
T82C81004095f10
Received by L&l
08t25t2020
lnsurance history
9-aYh-99'lilii Siiilhgs accounts durlng lhe prevlous 5 year period.
lgtry-:g1le"e"Sglng!.!l'-9.hgtt-fl .9r-s-?-v[tg"s-
Cause no.
15'2-22162-lSEA
Complaint filed by
GLACIER DRILLING & DEWATERING LLG
Complainl date
0913012015
$2,000,000.00
Effective date
0910112020
Expiration date
o9t01t2021
Dismissed
Complaint against bond(s) or savings
8876949
Complainl amount
$0.00
L&l Tax debts
Nii"ffiftii fCbts are recorded for lhls contractor license during the prevlous 6 year perlod, but some debts
may be recorded by other agencles.
Llcense Vlolatlons
iiidlEilG;ti6liii6ns durlng the prevlous 6 year perlod.
Certifications & Endorsements
OIiWBE Certlllcalions
N6 eeffVA d6iiifiireiiiiii3'iixist for lhis business.
Apprentlce Tralnlng Agent
i{6siiiili;ii ffei;iiig asarii. eneci their eligible programs and occupalions.
Workers'Comp
Do you know if the business has employees? lf so, verify the business is up-toiale on workers' comp premiums.
L&l Account lD Self lnsured.7-.0.,1t**e *'i3ff',:n"Jil:,i:':Fi;?"fiifiI"dx''
Doing business as
CRH AMERICAS
Estimated workers reported
IiI/A
L&l accounl contact
- Emall: @lnl.wa,gov
Public Works Requirernents
Verify the contractor is eligible to perform work on public works projects.
Required Trainlng+ Effectlve July 1,2019
Exempt fiom this reguirement.
Contractor StrlkesN6;fiift6;-ififi 56en lssued agalnst thts contractor.
Contractors not allowed to bld
Ni;-465;;fiffii; fi51t; ffiffi-Eiiied asalnst thls contractor
I
Workplace Safety & Health
Check for any past safety and health violations found on jobsites this business was responsible for
lnspection results date
03/03/2020
lnspection no.
317958019
Location
Violations
Wenatchee, WA 9E801
lnspection results dalo
oil281201s
lnspection no.
31755/4,62
Location
Argone and Slnto
Spokane Valley, WA 99212
Violations
lnspeotion results date
fin5na17
lnspection no.
317s4615/-
Location
2010 N $ulllvan Rd
Spokane, WA 99212
No violatlons
lnspection results date
0112512017
lnspection no.
317541E07
Location
12005 E, Sprague Ave
Spokane, tYA 99220
lnspection resulls date
ost16t2016
Inspection no.
317947630
Location
150E ValenllneAve SE
Paclflc, WA 9E047
Violalions
No violations
control by the owners of the bidder's company, are not and have not
been in the past three (3) years, disqualified from bidding on any public
works contract under RCW 39.06.010 or 39.12'065 (3).
1.5 Provide a signed statement, signed under penalty of perjury by a person
with authority to act and speak for your company, that within the three-
year period immediately preceding the bid solicitation date, your
company is not a "willful" violator as defined in RCW 49.48.082, of any
provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a
final and binding citation and notice of assessment issued by the
Department of Labor and Industries or through a civil judgment entered
by a court of limited or general jurisdiction.
1.6 Provide proof that a designated person or persons with your company
has either received training from the department of labor and industries
or an approved training provider on the requirements related to public
works and prevailing wages under chapter 39.04 RCW and 39.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'
SUPPLEMENTAL CRITERIA - Established by the City to determine bidder
responsibility
2.ORGANIZATION
Z,t, How many years has your organization been in business as a Contractor?
61 Years
2.2 How many years has your organization been in business under its
Present business name? 21 Years
2.2.1 Under what other or former names has your organization
oPerated? See Attached
2.3 If your organization is a corporation, answer the following:
2.3.5
2.3.6
2021 Asphalt Overlays/Smith
Project Number: 21-3001. 1
Date of incorporatioil 712611984
State of incorporation : Washington
President's name: Ric Linares
Vice-president's name(s) I Rob Meidinger
Secretary's name: Sue DevaneY
Treasurer's name: Sue DevaneY
2.3.L
2.3.2
2.3.3
2.3.4
2.4 If your organization is a paftnership, answer the following: N/A
2,4,L Date of organization:
2.4.2 Type of partnership (if applicable):
2.4.3 Name(s) of general paftner(s):
2.5 If your organization is individually owned, answer the following: N/A
2.5.L Date of organization
2.5.2 Name of owner:
31 April 27, 2O2L
lcoil
Mi\IfRlAil
A CRH COMPANY
PAST COMPANY NAMES
The current business name, ICON Materials, (dba of CPM Development Corporation)
has been in use since January 1,2002. The company was formed April 1998 to purchase
the assets and continue the operations of M.A. Segale,Inc. a Washington Corporation
since 1960.
CPM Development Corporation DBA ICON Materials Jan. 1, 2002to Present
ICON Materials,Inc. June 2000 to Dec 2001
Oldcastle NW, Inc., d/b/a M.A. Segale, Inc. April 1998 to June 2000
M. A. Segale, Inc. Startup 1960 to April 1998
2.6 If the form of your organization is other than those listed above, describe
it and name the PrinciPals: N/A
3. LICENSING
3.1 List jurisdictions and trade categories in which your organization is legally
qualified to do business, and_indicate license number^s, if applicable.
W3jhlEtd-StiG bounties/Heavy Construction, Asphalt Paving, Aggregatb Minerals/ICONM**982CF
3.2 List jurisdictions in which your organization's partnership or trade name
is filed. Washington State Trade Name: CPM Development Corporation DBA ICON Materials
4. EXPERIENCE
4.L List the categories of work that your organization normally performs with
its own forces. Asphalt Concrete Paving, Aggregate Sales
4.2 Claims and Suits. (If the answer to any of the questions below is yes,
please attach details.)
4.2.t Has your organization ever failed to complete any work awarded
to it? No
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
4.9 Within the last five years, has any officer or principal of your organization
ever been an officer or principal of another organization when it failed to
complete a construction contract? (If the answer is yes, please attach
details.) No
4.4 On a separate sheet, list major construction projects your organization
has in progress, giving the name of project, owner, architect or design
engineer, contract amount, percent complete and scheduled completion
date. See Attached
4.4.L State total worth of work in progress and under contract: 26 Million
4.5 On a separate sheet, list the major projects your organization has
completed in the past five years, giving the name of project, owner,
architect or design engineer, contract amount, date of completion and
percentage of the cost of the work performed with your own forces'
4.5.L State average annual amount of construction work performed
during the past five yearsl $27'787'297
4.6 On a separate sheet, list the construction experience and present
commitments of the key individuals of your organization'
4,7 On a separate sheet, list your major equipment.
2021 Asphalt Overlays/Smith
Project Number: 21-3001. 1
32 April 27,2O2I
ICON MATERIALS
LISTING
AMT CONTACTOWNER /PROJECT
Esl7l2424,867,502
Paving Partners/Lakeside
Renton to
Toll Lanes
Fagan71& Supporting
253,354
7!212068,500,000Terminals5 Mill and
2062,068,793Oxbow
2061,079,687Construclion1
1206735-91Construction
6!21253736,400Construction,&Ave
206616,278NorthwestElementary
253't,694,009of Kenton Meeker
11t20563,2't4
2t20of878,181
6/19Laser699,864Hills
4120971,852 Jansen2015
4l'ts2,038,233 MullenOrillia
10/19KC Equipment 851,875MC
5/19836,E098 AAC
3i19of2,736,5031Street
1/19LaPorte2531 ,531,008KentCityI
Nielsenl-5 to
2,1 Rhuel ReedyI
1Grantand
1 IHeatherslncil
DurrPenny
IShane WebleylncnBonney
1Shanelnc
Steve Simmons
MikeNorth
208719-911JamesConstruction
253Rlver Br to SR164
206RickCorporationTacoma
DaveBCo.
206 755-841GrantLewis
253 394-51
405-851creekPhase3&4
253LLC& Conc - Renton1
206 325-1Arbol€tum
10/16Lashbrookscrst
206 11t16Mid$4,686,500t5 sB s 320th to
2t17253of$3,489,5302016
8t15Redell42sWA$467,579NBto
't 0/15253of$1,066,04415
8t16253ofAuburn$1,894,842
11t16360$455,194200th Link
8/1 5253ofAubum$1,584,1 13
9/16253$5,418,8001
5/1 5$2,301,498South Park
2t15425$555,566River
253 3t15$201,442Fife 45
10t14253$203,657
8t14253of Federal $1,508,128
/16253of$2,94'1,127Road/Thornton
12t14253of Kent $1,606,003
11t161,55s 253of SumnerAve &
11113Khlevnoy
11t13Seth Wickskom
10t13HiilPhase 2East
4206$607,250lnfmstructure,Gateway
325s 872-717,268BrothergGrade
2206of Tukwila $974,2552
3206lnfrastructure,$216,850Local Street
9t12$1,258,003 253East Valley
03/101GaryGreenwood Ave
Connel's Prairie Rd
15 NB S 320th St to Duwamish River Br
ICON MATERIALS
SAMPLE ASPHALT PAVING PROJECTS
PROJECT NAME OWNER'GENERAL CONTRACTAMT CONTACT COMPLETION
Dc/KsP Pavement Rehab The Boeing Company $7s5,250 Moug 12t10
Stewart Rd lmprovements Goodfellow Brothers $962,534 l\ilark Kaveny 425432-2202 09/1 0
2009 Arterial & Collector Pave City of Aubum $1,387,819 Seth Wlckstrom 253-261-2202
Southcenter ParkwaY Extension Scarsella Brothers lnc $2,078,828 Bob Scarsella 253-872-7',t73
Runway 1 5/33 Resurfacing City of Renton $3,792,826 Ryan Zulauf 425430-7471 10/09
Auburn Airport Taxiway City of Aubum $2,461,430 Don Barclay 425-741-3808 09/09
t-+oS tS to SR-169 Stage 2 Widening l-405 Conidor Design Bldrs $2,1 36,464 Chad Webley 425496-2021 03111
SR-l81 James St to S 180th St Paving WA State DOT $2,827,036 Joshua Cheatham 253872-255E 08/08
Rehabilitation of Taxiway Bravo King County $9,567,000 Victor Daggs 206423-1063 12108
GfAve s lmprovement Project Frank Coluccio Construction $'l,s92,334 John Mark 206-793-1070 10/08
2007 Asphalt Overlay City of Kent $1,342,1 15 Paul Kuehne 253-856.5s4s 10t07
2007 South County Overlay King County $4,816,1 10 Robert Lee 206-205-5231
ZOoZ nubum Citywide Overlay :ity of Aubum $990,545 Seth Wickstrom 253-804-5086 12t07
2007 Arterial Asphalt Resurfacing City of Seattle $891 ,515 10t07
SR509 to l-5 / 1405 Widening Tri-State Construction $1,463,428 Tim Hayner 425455-2570 05/09
"C" St NW Road lmprov CP0601 City of Auburn $696,960 Mike Kamenzind 253-804-5083 1 1/06
So. 160th St Loop Ramp Mowat Construction Co $5,000,270 Geno Jorgensen 425-398-0205 01/09
Terminal 7 Redevelopment Port ofTacoma $10,333,500 Doug Saathof 253-383-9456 12t05
Terminal 115 Upland Pavement Repair SCI lnfrastructure, LLC $1,402,330 Dave Jorgenson 253-218-0444 10/06
,oo5 Asphalt Overlays City of Kent $692,950 Pete Tenerelli 253-859-5543 09/05
2oo5 Citwide Asphalt Overlays Clty of Auburn $647,274 Seth Wickstrom 253-804-5086 1 1/05
2005 South King County Overlays King County $3,360,452 Peul Moore 206423-1081 1'vo5
l-182 to Columbia Center l/C WA State DOT $30,473,330 Moe Davari 509-222-2402 08t07
Pierce Cnty Line To Tukwila Stage 4 WA State DOT $35,846,8'19 Mark Sawyer 425-6494429 08107
l-5 to No. CentralAve WA State DOT $1,769,199 Mark Sawyer 425-6494428 05/05
Fed Way S 317th Street WA State DOT $22,441,120 John Chi 206-764-6444 01/06
Bremerlon Airport Runway Port of Bremerton $3,361,970 Fred Salisbury 360-674-2381 10/05
2004 So County Overlays King County $1,909,088 Robert Lee 206-205-5231 11104
KCIA Runway 13Rli31L Gary Merlino Construction $1,310,774 Jody Robinson 206-762-9',128
2004 Runway lmprovement City of Auburn $728,823 Larry Dahl 253 804-5082
wa9
Proqualsample List Asphalt Proj (R6v.4/2021)
a
CPM Dovelopment CorpoEtion OBA ICON Mdtorials
SAIiIPLE LISTING OF MArOR PROJECTS, Thru .2021
FINAL AMT OATE CONTACT Y/NPROJECT
CityofAubum
SoaGella Bros, lnc
Seatlle, WA
lnfrastructure
Seatac Airport
City of Tukwila
Tukwila, WA
Ponnon Construction Co., lnc
Seatllo, WA
Pacifio Gatew€y Bldgs 2,3,4,5 & 6
Goodfollow Bros.
Klhel, Hl
Rsmote Airqaft Oiecing
S6aT6c Alrport
Psnnon Conslruclion Co., lnc
Se6ttlo, WA
PSE
5807
Puyallup Serui@ C€nt6r
MllMuk€e Ave East, Puyallup
Lakeland Hills Way Pres6rustlon
Gary M€dlno Construction Co., lnc Tsminal 18
S€attle, WA 1'131 SW Klickitat Way, Seattle
Agphalt Paving
Andover Park East Wat6r Main Pavement R€pair Ex@vallon, Con@tg,
Tukwlla, WA UtilityAdi., Asphalt Paving $143,155 112912021
S@tt Batos
206 431-2193 Pdm€
Asphall Pavlng, Aggrogalos $1,079,664 Sprlno 2021
Josh Bo€ttner
206 687-6318 Sub
Asphalt Pavlng $604,500 Spdng 2021
Donnls Ditgman
425 466-3898 Sub
Ashalt Pavlng $504,913 Spdng 2021
Oave S@tl
360 701.9479
Asphalt Paving S327,973 Spdng 2021
Mark Ruth
206 7624125
Pavlng, G.inding,SuNey,
Ex€vation, C€ck S6al $1,611,320 10120220
Valari€ Jaili
206787-7685 Prime
$6.177.518 EST SPRING 2021
Paul Moore
206 423-1081 Pdme
Asphalt Paving
Ex@vallon, Paving. Grading,
Utilti€s, Concrote, Electrlcl
(Signals)
$552,838 Fall2021
Kyl€ York
206 4'18-9318 Sub
Asphalt Pavlng $637,609 Spdng 2021
Grant Janson
360 9334807 Sub
$2,305.304 10t2020
Timothy LaPorte
253 856-5500
60 Working Days
51,210,442 lrcmshol21
Cindywost
253 S31-3010 Pdme
$719,000 261Cal€ndarDays
Julie Pdnx
253872-7173 Sub
$576,574 I
$600,548
DMyne Walk6r
360 615-5730
Ex@vstion, Pavlng, Grading,
Utilli€s, Conmt€, El€clri€l
(Slgnals), Milling
Port of Seattle
Soatlle, WA
Tominal 46 Pavemont Rehabllitstion
Port of Soattle
King Counly
Seattle, WA
2020 Counq^vlde Pavem€nt Pres€Natlon
Vadous Lo@lions withln Klng County
Ex€vstion, Pavlng, Gmding,
Utiltlos, Concrole, El€ctri@l
(Signals)
Skanska USA Buildlng lnc
Seatlls, wA
Pione6r Elemsntary
2301 M Strs€t SE, Aubum
Cityof Enumclaw
Enumclaw, WA
No
No
No
No
Ye6
No
No
Yos
No
No
No
Sub
Sub
Jansen, lnc
Bsllingham, WA
Dolridge Way SW - Rapidrid€ H Lino
Del.ideg Way SW & SW Brandon St
F€deral Way Link Exlension (FWLE) Design Build Asphalt Paving
7 t2020
7 12020
$6,087,83s ESf2021
$4.93't,536 9t2020
Pdme
Pdm€No
No
City of Kent
Kent, WA
M6et Me On M€ekor/Rivebond D.lving Range
lmp.
Groen Riv6rTEil, Russell Road, W M@k€r
Ex@vat{on, Pavlng, Gradlng,
Uliltles, Concrst€, Electri€l
(Signale)
Washington Stato D.O.T
Soattle, WA
Asphait Paving, Ex€vatlon
C/N 9489 lnt€rslate 5, Sea-Tac NB welgh Station Planing, Concr€te,
Progoilation El€ctri€l
s339,698 /
s279.198
Kiowlt lnfrastruoture West Co
Federal Way
lan Endght
757 630-5049 Sub No
Paul Moor€
206 423.1041
Primo No
Prime No
904 574-2906 Sub No
Edward Kano
206 768-s861
Mike MoCanna
253444-3339 Sub
King County
S€attl€, wA
StellarGrcup, lnc
Jacksonvllle, FL
Absher Construolion Co
Puyallup, wA
Ex@vation, Paving, G6ding,
Utlltles. Conoreto, Electrl€l
(Signals)2019 CountlMido Pavomont PrcseNation
Sys@ Seatto Faciiity Expansion
Aubum Elomentary School #15
$1,223,115 t
$403,332
7t2020
Job shut dom
Tad Casey
GEding, Paving, Grinding
Asphalt Paving
$449,203 /
$447,603 st2020 No
P4uMbl Lhr M.j PoJ &nbcb
{R.v,1/14)
CPM D€velopment Colporation DBA ICON Matedals
SAiTPLE LISTING OF IIAJOR PROJECTS, Thru - 2021
FINAL AMT CONTACT Y/NDATECLASS
Skanska USA Building lnc
S6attle, WA Dick S@boe Elemsntary School BP #02050 Asphalt Paving
Pivotte Bothere Conslruction
Sumn6r, WA
SEACON, LLC
lssaquah, wA
Clty ofAubum
A St€et SE Pros€rvallon
Poulsbo RV, Sumner
2019 Citywid6 Patchlng and Oveday
sR99 Roy Strest to N 1 45th street
Foresl Canyon Estales
2018 Vashon Highway Pavoment
2018 AAC Packago #2
15th siroet NE/NW Presorvation
2018 Asphalt Ovorlays
2018 Ovorlay & R€pair
$4'19,698 /
$429,895
Aggr€gats & Asphalt Paving
$571.200 /
$708,186
Pavlng, GEding, Utilties,
ConcGt€, Etdplng, TEffio
Conlrol
$838,078 /
$878,'t8i
A6phalt Paving
$528.600 /
$399,548
Asphalt Pavlng
Grinding, Palchlng Backlill
$491,865 /
$710,092
Asphall Paving, ExGvalion
Planlng, Concagt6,
Electd@l (Slgnals)
5t2020
8t2020
8t2020
5t2020
7t2019
11t2019
9n020
$696,948 Fall 2020
s/t9
11tl4
'11118
6l l7
9/18
Kyle York
206 418-9318 Sub
Mik6 T€lkamp
425 677-0869 Sub
Jal Carter
253 804-5280
Jeremy Fudgo
206 396€525
Kim Truong, PE
253 804-5059
Greg Rid(9
Sub
Prime
Sub
Sub No
Pilm6 Yos
Yes
No
No
No
Stridor Construction
Belllngham, WA
BNSF Orlllia automotivo Facility &
K€nt lntemodal Facility
Kiewit lnfraslructure wst Co
FederalWay, WA
SR99 Demolition, D€@mmisslonlng & Surfa@
Sho6t Projsct
$2,224,1161
$2,038,233
Nsthen And€Bh
360 380-1234 Sub No
weshington State DOT
Sea$16, WA
JR H6yes Corporatlon
Mapls Vall6y, WA
$15,205,127 I
$12.575.500
Mik6 Askarian, PE
206 768-6861 Prim€
Jeff Kltlle
425 &1-7970 Sub No
JeffThomas
425 392-5722
Yes
No
King County
S6atlle, WA
Janson, lnc
86llingham, WA
Clty ofAubum
City of Kent
Kent, WA
City of Tukwila
Tukwila, WA
P€vlng
Planing, Concrot€,
El6ctri€l (Signals)$4,803,683 /
$4.660.249
Asphalt Paving
$90s,040 /
$836,809
Dave Nadal
206477-3626 Prime No
Grant Janson
360 933-48075/1 I
Asphalt Pavhg, Ex@vation
Plsnlng, Concreto,
Electri@l (Slgnals)$2,124,7391
$2,525,288
Asphalt Paving, Ex@vation
Planlng, Concreto,
Eleclrl@l (Signals)$1.754,376 /
$1,53'1,008
Drow Hol@mb PE
253 856"5500 Prim€
$955,S46 /
$896,834
David Sorensen
PE
206 431-3653 Pdme
No
No9t18
CityofAlgona
Algona, WA
Paclfic Avonus North (Ellingson Road
to Safeway Entrance)
Excavation, Paving, Grading.
Utilllos, Concrel€, Eloctri€l
(Slgnals)
$333,540 /
$331,395
Edan SouMino
208 284{860 Prime
Asphalt Paving, Ex€vation
Planlng, Concrote,
El6clri*l (Slgnals)
Asph€lt Paving
Asphalt Paving
Asphall Paving
Stove Murdooh
42s 392S016
Jal Carter
253 804-5286
No
Gary Medlno Conslruction Co., lnc
Soattl€, WA
Grah€m Contracling, LTD
Bell€vue, wA
CA Caroy CorpoEtlon
lssaquah, wA
City of Aubum
$1,S64,250 /
$2,127,055
Rhuel Reedy
208255-2628 Sub2018 Taxiway lmprovsments
Paclfic Hlghway Soulh HOV Lanes
Phase V
$1,85S,665 /
$1,969,986
$675.571 /
$660,941
425 691-3591 Sub
Sub
Prim€
3l't7
9n8
12/t7
2014 County Safoty Solection
L6ke Tapps Parkway PreseNation
Excavation, Paving, Grading,
l.rtillies. Concrot€, Eloclrldl
(Signals)
$827,250 I
$865,202
Y6s
Yes
Y6swA State DOT
Olyf,plua, WA
SR 410, White River Bridge to SR 164
Paving & ADA Comlianc€
Ex€vation, Paving, Grading,
Ullltles, Concrete, El€ctri@l
(Signals)
$'t.988,350 /
$1,976,0s6 12117
Timothy LaPort€
253 856-5500 Pdmo
P4uaFbl Lbt M6l Pd @.hcb
{R.s rit)
CPM Development Corpo€tion DBA ICON Matorials
SAi'PLE LISTING OF iIAJOR FROJECTS, ThTU.2021
FINAL AMT DATE CONTACT YN
City of Ronton 2017 Stroet Patch & Overiay
w/culb Ramps
Ci9of Tukwila
Tukwila, WA
Ex@vation, Paving, GEding,
Utilties, Concrete, Electri@l
(Signals)
Asphalt Paving
Asphalt Paving
Ex€vatlon, Paving, GEdlng,
utlllies, Conor€te, Electd€l
(Signals)
$1,669123 /
$1,707.048
Jayson G€nt
12t17
9117
6/18
9/t 6
12t17
8/,l6
9/16
8/16
11t15
ah5
7t16
9/1 6
5t15
8/15
12t15
4t15
3t15
3t15
1115
2t15
10/1 3
11113
425430-7400 Pdm6 No
Gary Merlino Constr Co
S6attlo, WA
Ci9of Renton
R€nton, WA
City of Kent
Ksnt, WA
City of Aubum
Cityof Kent
K€nI, WA
City ofAubum
S€60lla-Acmo JV
Seattle, WA
Clty of Sumnor
Sumner. WA
Ex€vatlon, Paving, GEdlng,
Utiltlos, Concr€to, Eleotri€l
(Signals)
$659,441/
$526,510
Robln Tlsobmak
206 433{'179 Pdm6
Sleve Simmons
2OA255-2e19 Sob
Dav6
208
Stumbaugh
348-4356 Sub
Mark Hoge
206 263-9325
2017 Overlay Program
15 NB 260th St to Duwamish Rlver Br
2016 Countywido Pavoment Prgs€rvation
Duvall Av€ NE Pavemont Prgssrvalion
20'16 Asphalt Overlays
2015 CittMds Pavom€nt Palch
2015 Asphalt Ov€rlays
$8,717,258
No
No
No
Pdme No
No
MldMountaln ConlractoF
Kirkalnd, WA
15 SB South 3201h St to DuMmlsh
River Bddge
Klng County Procurcmgnl
Seattle, WA
$4,686.500 /
$3,988,940
$6,933,884 /
Exevallon, Paving, G6dlng,
L.,tlllles, Concr€te, Electri@l
(Slsnals)
A6phalt Peving, Ex@vation
P16nlng, Conor€le,
Electd€l (Slgnals)
Asphalt Pavlng, Excavation
Planlng, Concroto,
Eleotri@l (Slgnals)
Asphalt Paving
Ex€vation, Sawcut, Paving,
Shorlng, Utilltles,
DeWatedng
& Fillration
Exdvation, sawcut, Paving,
Shoring, Utilities,
Dewatsring, Per@6t Wat6r
Troatmsnt Vault Syslom
$1.363.058 /
$1,267,117
Ken Kettol
425430-7400 Prime
$3,489,530 /
$3.044,387
Jason Bryant
253 261-5663 Pdme No
$1,894,842l
$2,440,168
Jai Carter
253 804-5286 Prim6 No
Asphalt Pavlng, Ex@vation
Planing, Concr€to,
Elsctri@l (Signals)$1,066,044/
$1.105.499
Asphalt Paving, Excvation
Planlng, Concrelo,
Electri@l (slgnals)$1,584,113/
$r,66S,8s3
$5,418,800/
$6.006.147
$12,41'1,555
Jai Cartor
253 804-5286 Prime
Dan Rlv€ra
253 472-7173
Tsd Hill
253 299-5703
Jamgs Morgan
253 S59-1 1 15
Timothy LaPort€
253 856-5500
Prim€
Pdme
J6ff Huynh
253835-2721 Pdme
Pdme
2014 Citywide Pavem6nt Patch
Runway 16C/34C Roconstruction
No
Yes
Ye6
No
No
No
No
No
No
No
No
No
Exoavatlon, Paving, Gradlng.
Utiltiss, Concrote, Eloctd€l
(Sionals)
Sub
Prim€
Port of Tacoma
Port of S€attlo
Cilyof Paclfic,
Pacific, WA
136th Avo E^/alentine Ave se Coridor lmp.
OCT/NIM/SlM Strom Wat6r lmDovements
Teminal 46 Stomwater lmprovem€nts
stewart Rd/Thomton Ave lmprovements
2014 Asphalt OvedaF
Highpoinl St lo SR410
Watson St
2014 Ovorlay Prcj€ct
Vadous Localions
Puyallup Slr6ot Outfall Rotrofil
East Vallev Hw R€sufaclng-Pha$ '1
$1,919,885/
92,344,757
Gregg TakamuG
PE
2s3552-A214 Pdme
$1,949,480/
$2,245,051
Tyler Syrnbol PE
206787-3177 P.ime
City of Kent,
Kent, WA
City of Sumnor
Sumn€r, WA
Washingtoin State DOT
City of Foderal Way
FoderalWay, WA
Ex@vation, Pavlng, G€ding,
Utllti€s, Concreto, Eleotri@l(Siqnals) $2,941,127
EX@VatOn, UonCtetg,
Utilities, Paving, Gradlng,
Grlnding
$1,606,003i
$'t,090,803
Paving, Grading, Utiltios.
Concret€, El€ctri€l (Signals)
$2,139,175/
$1.S56.070
Ex€vation, Concrete,
Utiliti6s, Paving, Grading,
Grinding
$'i,508,128/
$1.396.569
Timothy LaPorto
253 856-5500 P.ime
Hi6n Trlnh
206 768-5600
Targa sound Teminal
Port of Ta@ma
Targa Tank Fam Phase 2
Port of Ta@ma
Cityof Sumner
Sumner, WA
Ex@vatlon, Utilities, Pavlng,
GEding
$1,043,,l66/
$1,112,1sr
Matt Kaslbsrg
253 604-6600 Pdme
Sito D€velopment, Utilitios
$2,709,140/
$3.177.779
Miko Lonsford
253 627-8155 Primo
Ex@vation, Utilitlos. Pavlng,
Grading
$468,385/
$603,245
Ted Hill
253 299-5703 Prime
P6quapol Llsr Mal Poj @nbcts
{R.v. l/14)
Cily of Ta@ma
Ta@ma, WA Ta@ma Landfill Staqe 3 Site Developmont, Ulilties
$2,513,4r'11
$2,700,243
Mike B€ll
253 591-5304 Pdm6
CPM Developnent Corpomtlon DBA ICON Matoials
SAiIPLE LISnNG OF tArOR PROJECTS, Thru - 2021
DATE P/S Y/N
ThE Boelno Company
K€nt, WA
The Boelng Company
Tuhdla. WA
K€nt Sit6 Pavlng
OC Capttial Pavement
lmprcvem€nl
Taxlway B Sy6tem R€habllltatlon
gouth
Targa Tank Fam Phas 't
Pod of Ta@ma
Taxlmy B Systom R€habilltallon
Ex@vation, Grindlng,
GEding, Pfllng
Psvlng, Grlndlng, G6dlng ,
Concreto, Electtl@l (Loop8)
OEde, Drainags, Pavlng
Et6ctri6l (Llghthg)
Sjto Derelopnent, Utililies
Grad6, DElnago, Pavlng
Slte Dev6lopment, Utlllllos
$3J7,7871
$374,987
$623,371/
$1,018,117 11t13
Rogor C€cll
206 351-1744 Sub
$4,986,689/
$6,36r,161
Jonalhan wllson
425430-7477 Pdm€
11113
Rock Moug
206-657-0807 Sub
1115
1t13
No
No
Yss
No
Yos
No
Clty of Renton
Renton, WA
Targtr Sound Tomlnal
Port of Ta@ma
$1,406,79'r/
$2,084632
Mlks Lon8tord
2536274165 Pdme
Clty of Renton
R€nton, WA
Hotftnan Const uctlon Co
Soattle, WA
$2,'t59,3281
$2,269,893
Jonalhan Wlson
426 4&-7477 Prime
Tom Pete@n
206288-6697 Sub
$8,707,980/
$t0,432.716
7t13
5t15
P€F 4
P@@dLhWPdfuM
(Rd. ri4)
Ric LinaresRob MeidingerSteve NelsonKaren RhinehartMark EichelbergerSteve EichelbergerDarci MorrisRay BabcockLauren WorrelBillJohnsonJames WeisingerGreg McEthmarKenny MarshCassie ConnMark SimpsonRegional PresidentVice President/General ManagerPaving ManagerContract AdministratorConstruction ManagerSenior Project ManagerOperations AnalystPaving ForemanPaving ForemanGeneral ForemanQuality ControlPit SupervisorEHS CoordinatorDispatcherTransportation Superintendent27223520273218243331L62318729AllAilAllAllAllAllAllAilAllAllAllAllAllAllAillndividual's NamePresent PositionYrs ofPosition HeldceLargest Contract &WorkRegionalManagerRegional ManagerManager/Project ManagerContract AdministratorSenior Project ManagerProject Mgr/EstimatorProject ManagerForemanForemanForemanQC Tech/ManagerSupervisorSafetYScalespersonLowboy Driver
CPM Development Corporation DBA ICON Materials
Maior Equipment Detailed List
Qtv Description Model ModelYr Age Condition
10 3 Axle Pup Trailer Peerless 1991 25 Good Own
4 3 Axle Pup Trailer Transfer Reliance 2007 9 Good Own
4 3 Axle Pup Trailer Transfer Reliance 2005 10 Good Own
2 3 Axle Pup Trailer Transfer Reliance 2005 11 Good Own
2 3 Axle Pup Trailer Transfer Sturdyweld 20t2 4 Excellent Own
3 4 Axle Pup Trailer Sturdyweld 2006 10 Good Own
L Booster w/ Pintle Hitch Superior 20to 6 Excellent Own
L Detachable Lowboy Trailer Superior 20LO 6 Excellent Own
2 Side Dumps TrailKing 2007 9 Good Own
1 Grove Hyd Crane 40 Ton RT74O 1980 35 Good Own
t Pettibone Hyd Crane 35 Ton RT35 L976 40 Good Own
7 Tvmco Sweeper 60OBAH 2007 9 Good Own
L lohn Deere Dozer JD65OLGP 2005 13 Good Own
1 JD Backhoe Landscraper 21OLE 1998 18 Good Own
2 CAT Off-Hwy Dump Trucks 7738 1993 23 Good Own
L CAT Off-Hwy Dump Trucks 7738 1990 26 Good Own
t CAT Off-Hwy Dump Trucks 7738 1981 35 Good Own
L CAT Off-Hwy Dump Trucks 773E 2003 13 Good Own
L CAT Grader 140H 2004 L4 Very Good Own
L Rahco Grader 140H 2004 T4 Very Good Own
L Hitachi Mini Excavator 5ozrs 2005 13 Very Good Own
t Cat Backhoe 420 20L3 5 Excellent Own
70 Maint. & Operation Vehicles Various 20L6 2 Excellent Own
1 Freightliner Dump Truck FLD/TM 2005 LL Good Own
5 Freightliner Dump Truck FLD/IM 2006 10 Good Own
4 Freightliner Dump Truck FLDfiM 2007 9 Good Own
t Kenworth Dump Truck T8OOB L997 19 Good Own
L Mack Dump Trucks RD6885 1998 18 Good Own
2 Western Star Dump Trucks 49FlTM 20L2 4 Excellent Own
2 Western Star Tractors 49S/DS 2007 9 Good Own
2 Western Star Lowboy Tractors 490osA 2010 6 Excellent Own
2 lnternational Distributors Bearcat 1995 2L Good Own
L Road Widener Midland 2006 L2 Very Good Own
1 RoadTec Shuttlebuggy sB2500D 2006 L2 Good Own
L Weiler Transfer Machine E2850 20L7 L Excellent Lease
L CAT Paver AP1055B 2003 15 Good Own
t CAT Paver AP1O55E 20L2 6 Excellent Own
1 CAT Paver AP1O55D 2008 10 Excellent Own
L CAT Paver AP555E 20LO 8 Excellent Own
1 CAT Paver AP555E 20L6 2 Excellent Own
1 Volvo Paver PF6110 2009 8 Very Good Own
2 CAT Grade Rollers css63c 1995 23 Good Own
L Hvpac Pneumatic Roller cs60B 2001 T7 Good Own
Page 1 Major ltems Equipment Detailed List 1- 29 2020
t Writgen Milling Machine Wl2OOFT 2001 L7 Very Good Own
5 Truck Scales & (2 Portables)30 to 150Ton Excellent Own
1 Auburn Asphalt Plant Gencor Very Good Own
L Seattle Asphalt Plant StanSteel/Gencor Very Good Own
L Complete Crushing Plant Metso/Cl Excellent Own
t Cat Excavator 320LLR 20LO 8 Very Good Own
1 Cat Excavator 345D 20LL 7 Very Good Own
L Cat Excavator 336D 20LL 7 Very Good Own
L Cat Mini Excavator 305E 2013 5 Excellent Own
L CAT AC Roller cB224B 2007 LL Good Own
2 CAT AC Rollers CB24B 20L6 2 Excellent Lease
L CAT AC Roller CB24B 20L7 L Excellent Lease
L CAT AC Roller CB34B 20L6 2 Excellent Lease
2 CAT AC Rollers (15 Ton)CB54B 20L6 2 Excellent Lease
L CAT AC Roller (15 Ton)CB54XW 2013 5 Very Good Own
L CAT AC Roller (15 Ton)c8434D 20L2 6 Very Good Own
1 CAT Mini Excavator 305E 20L3 3 Excellent Own
2 3 Axle Tilt Trailers Dump Trk 1999 L7 Good Own
t 2 Axle Lowboy Trlr TrailKing 1999 L7 Good Own
1 3 Axle Lowboy Trlr TrailKing 1999 L7 Good Own
Page 2 Major ltems Equipment Detailed List 1- 29 2020
5. REFERENCES
5.1
5.2
5.3 Surety:
5.3.1
5.3.2
6. FINANCING
2021 Asphalt Overlays/Smith
Project Number: 21-3001. 1
Trade References; See Attached
Bank References; See Attached
6.1 Financial Statement
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.f .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).
6,1.2 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.t.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?
Name of bonding company: Fidelity and Deposit company of Maryland
Name and addreSS Of agent: Marsh USA Risk & lnsurance Services, lnc
150 West South TemPle, Suite 700
Salt Lake City, UT 84101
33 April 27,202I
A
rc0il
tJlArlRlAlf'
Name:
Legal Entity:
Subsidiary of:
Business Started
Bank References:
For: ICON Materials
Bank of America
Lois D. Marshall
Atlanta Plaza Bldg. 600 Peachtree St NE
Atlanta, GA 30308-2265
(404) 607-s9r3
A CNH COMPANY
CREDIT INFORMATION
CPM Development Corporation DBA ICON Materials
CPM Development Corporation
A CRH Company
Oldcastle Materials, Inc. established 1978
Federal I.D. No.: 9l-1272258 Duns No' 02-733-6650
Legal Entity UBI No. 601 006 854
Manasers:
Rob Meidinger, General Manager / VP CPM Development Corporation DBA ICON Materials
Credit References:
N.C. Machinery, PO Box 88786, Seattle, WA 98138
Contact: Credit Department, (Phone) 425 -25 l-5861 (Fax) 425'25 l'6287
US Oil & Refining Company, PO Box 2255,Tacoma, WA 98401
Contact: Credit Department, (Phone) 253'383'1651, (Fax) 253'383 -997 0
For: CRH Company
Bank of America
Larry Schaad, Vice hesident
1230 Peachtree, Suite 3800
Atlanta, GA 30309
(404)249-69rs
Terms: Monthly statements are requested.
Further credit information may be obtained by writing the Company, attention JeffCaviness, Accounting Manager,
to the address below.
CPM Development Corporation dba ICON Materials
Corporate Office 1508 Valentine Ave SE Pacific, WA 98047-2103
206-575-3200 Phone 206-575-3207 Facsimile
ICONM**982CF An Equal Opportunity Employer
^-,
'-wffiffitu (-
ltansportadon Bulldlng
310 Maple ParkArenue &E
P.O. Box 47800
Opnpla, WA 98504-7300
3&70S7000
Trt 1€0s&r3.6388
wunr.uradolwa.gov
Auguat 14, 2020
i'OIIN SHOGRENlrequallf lcatl.on #405000
CPM DEVEIJOPUEITT CORPORATION
511T. E BROADWAY
SPOKtrIIE VAI.I.EY WA 992L2
PO BOX 3355
SPOKAIIE WA
99220 - 3365
DeaT iIOIIN SHOGREN:
CITASS
s43 , 250, 000
02
03
o4
05
34
swR
The recent LnforaraElon etrbmltted by your film is euffLcLent to fulfttt the requirenentafor quallflcatLon under the provlelons of RCW 47.28.070. This qualifLcatLon allows yourfirn to bid on our proJectg in the anount, class, and tlpe of work as lieted below, fora perLod e*pLring September 30, 202L.
Prequalifted Btdding Rate
AI[OI'![T DESCRIPTION
CIJEARING, GRIIBBING, GNADING A}ID DRAINING
PRODUqTION AIID PLACTNG OF CRUSHED UATERIAIJS
BITIn|INOUS SITRFACE TRE.AIITEI{'IX
ASPHAIJT CONCRETE P}VING
CBUEIIT CONCRETE PAVING
EROSION CONTROI.
01
$5, 0
$5, 0
$15, 0
$1,0
$110, 0
oo,000
00, 000
00, 000
00, 000
00,000
SI[AI"I, T|ORKS ROSTER PARTICIPAIIT
The a.nount Ehown for each class ie Ehe maximrur value within a clags of work that ig
ueed to deter:sri.ne your fLm'e eligibiLtty to reselve a bLd proposal doeusrent for aeingle proJect.
The rating you have receLved above is eubject to review at any tine and ig conditLoned
upon a eatiEfactory performance record on present and future contracts you nay havewith thLe Department. In accordance with Sectlon L-Oz.L of the Standard SpecifLcationg,the anount of your bid plua tbe a^nount of outgtandLng work wLth the state as a prLnecontractor cannot exceed #262,500r000.
The official narre by whlch your firur hag been prequalLfLed wtth the Washington gtate
Department of Transportatton Ls as foLLows:
CPIT DTVELOPilEITT CORPONATION
PREQUAT,TFTCATTON #4 0 5 000
AtL bidding proposalg and contract docunentg will have this nane entered thereon.Any alteratlon of thig nase on the btddtng proposal Lssued by the Department of,Transportatlon may be sufflcient cause for congldering the propoeal irreguLar andconsequent rejection of the bid.
In tlre event any correctLon of the above firrr nane la requLred, we requeat you notifythis department Imrediately.
Applicants not satiefied with the quallflcatLon granted nay request in wrLting, areview of their queetionnalre and quaLificatLon ratinga. The request nust be fLledwl-thin thlrty qalendar days of the above date and must specifically atate the bagisfor the requeet.
If there ie a decrease in your f,lnaneial. poeJ.tion or th6re are significant changes
n
I'OHN SHOGRENPrequalif i.cation *4 0500 0
August 14, 2020
Page 2
wLthin the etructure of your organizatLon, you must file a new Standard QueetLonnaireand Flnancial Statenent font (DOT Fom 420-010).
OrganLzat,i.onal changea whLch reguLre the errbmieel-on of a new Standard Questionnal.reanti Finanolal Statefrent for:n ar5: LncorporatLon, addLELong to or changCa Ln partners
to a copartnershl.p, JoLnt venEure arrangementg, dLeeolution of a corporat:ion,
copartnership or Joint ventur€, etc.
If, you have any queetione regardlng your prequalifLcatLon pleaae conEact the
Contractor QualiftcatLon AnaLyst at 350-705-7837 .
Slncerely,
Dlgltally dgned by Jsna ftL Feftlg
Datq 2020.08.14 I 4:1 &30 -07'00'ww
ifenne M. Fettl-g
DIanager, Contract Ad & Award
Deloitte.
30 March 2021
Deloitte lreland LLP
Deloitte & Touche
House
29 Earlsfort Terrace
Dublin 2
DO2 AY28
lreland
Tel: +353 (1) 417 2200
Washington State Department of Transportation,
Kari Slusser, Prequalification Contract Ad & Award,
PO Box 47360,
Olympia,
wA 98504-7360
RE: CRH plc - CPM Development Corporation and Subsidiaries (dba: Central Pre-Mix Concrete Co.,
lnland Asphalt Company, Wenatchee Sand & Gravel, CentralWashington Concrete Co., ICON Materials,
lnterstate Concrete & Asphalt Company, Salem Road & Driveway, River Bend Sand & Gravel, Egge Sand
& Gravel, Eugene Sand & Gravel, Green & White Rock Products, Eugene Sand Construction lnc, Eire
Corporation, River Bend Materials, Columbia Asphalt & Ready-Mix, Columbia Asphalt & Gravel, Columbia
Readymix & Asphalt, Windsor Rock Products, Hood River Sand, Gravel & Ready-Mix, The Dalles
Concrete, Pioneer Construction, Pendleton Ready Mix, Pioneer Asphalt)
Dear Sir/Madam,
We act as independent auditor to CRH plc, a company incorporated in the Republic of lreland. Please find
enclosed a copy of our report on the summary financial statements of CRH plc for the year ended 31
December 2020. The separate summarised financial information of CPM Development Corporation and
Subsidiaries, has been presented for the purposes of additional analysis. lt has been extracted from the
consolidation returns prepared for CPM Development Corporation and Subsidiaries in conformity with
lnternational Financial Reporting Standards as adopted by the European Union for inclusion in CRH plc's
consolidated financial statements.
Our audit of the consolidated financial statements of CRH plc was not planned or conducted to address or
reflect matters in which anyone other than such shareholders as a body may be interested.
Our report on the summary financial information is provided to you confidentially and should not be made
available to any other party without our written consent.
Kind Regards,
,4za"u-.
Richard Muschamp
For and on behalf of
Deloitte lreland LLP
MAKING AN
IIIPACT THAT
MATTERS
st44- ///5
Deloitte treland LLp is a limited liability partnership registered in Northern lreland with registered number NC1499 and its registered office at 19 Bedford Street,
gulfiii-sf2 7el, Northern lreland. Deioitte lreland LLi is the lreland affiliate of Deloitte NSE LLP, a member flrm of Deloitte Touche Tohmatsu Limited, a UK private
company limited by guarantee ("DTTL"). DTTL and each of its member firms are legally separate and indep.endent entities. DTTL and Deloitte NSE LLP do not
provide ieruices to ciients. Pleaie see www.deloltte.com/about to learn more about our global newvork of member firms.
@2021 Deloitte lreland LLP. All rights reserved.
A list of Deloitte lreland LLP partners may be inspected at our office or on our website.
Deloitte.Deloitte Ireland LLP
Chartered Accountants &
Statutory Audit Firm
lndependent auditol's report to the members of CRH public limited company ("CRH plC) on the
Summary Financial Statements
Opinion
ln our opinion, the accompanying summary financial statements are consistent, in all material respects,
with the full audited consolidated financial statements, on the basis described in the notes to the
summary financial information.
The summary financial statements comprise:
CRH plc summary financial information:
o the Consolidated lncome StatemenU
o the Consolidated Statement of Comprehensive lncome;
r the Consolidated Balance SheeU
o the Consolidated Statement of Cash Flows; and
o the related notes to the summary financial information.
The summary financial statements are derived from the full audited consolidated financial statements of
CRH plc as at and for the year ended December 3L,2020.
The separate summarised financial information included in respect of CPM Development Corporation
and Subsidiaries has been presented for the purposes of additional analysis and is the responsibility of
the directors of CRH plc. lt has been extracted from the consolidation returns prepared for CPM
Development Corporation and Subsidiaries in conformity with lnternational Financial Reporting
Standards as adopted by the European Union for inclusion in CRH plc's consolidated financial statements'
Such separate summarised financial information as of and for the year ended December 31, 2020 has
been subjected to the auditing procedures applied in the context of our audit of the full 2020
consolidated financial statements of CRH plc taken as a whole and is not therefore a separate
component of CRH plc's consolidated financial statements.
Summary Financial Statements
The summary financial statements do not contain all the disclosures required by lnternational Financial
Reporting Standards as adopted by the European Union. Reading the summary financial statements and
the auditor's report thereon, therefore, is not a substitute for reading the full audited consolidated
financial statements and our auditor's report thereon. We have not considered the effects of any events
between the date on which we signed our report on the full consolidated financial statements and the
date of this report on the summary financial statements.
The Audited Financial Statements and Our Report Thereon
We expressed an unmodified audit opinion on the full 2020 consolidated financial statements in our
report dated March 03, 2021. That report also includes the communication of other key audit matters.
Deloitte.
Management's Responsibility for the Summary Financial Statements
Management is responsible for the preparation of the financial statements on the basis described in the
notes to the summary financial information and for such internal control as management determines is
necessary to enable the preparation of the summary financial statements that are free from material
misstatement, whether due to fraud or error.
Auditor's Responsibility
Our responsibility is to express an opinion on whether the summary financial statements are consistent,
in all material respects, with the full audited consolidated financial statements based on our procedures,
which were conducted in accordance with lnternational Standard on Auditing ISA 810 (Revised),
Engagements to Report on Summory Financial Statements.
Use of our report
Our audit report is made solely to the company's members, as a body. To the fullest extent permitted by
law, we do not accept or assume responsibility to anyone other than th_e company and the company's
members as a body, for our audit work, for this report, or for the opinions we have formed'
fu*'n-n
Richard Muschamp
For and on behalf of Deloitte lreland LLP
Deloitte & Touche House, Earlsfort Terrace, Dublin 2
30 March 2021
INDEX
CRH plc
SUMMARY FINANCIAL INFORMATION
YEAR ENDED DECEMBER 37,2O2O
Consolidated lncome Statement
Consolidated Statement of Comprehensive lncome
Consolidated Balance Sheet
Consolidated Statement of Cash Flows
Note to Summary Financial lnformation
CPM Development Corporation and Subsidiaries
SUMMARISED FINANCIAL INFORMATION
YEAR ENDED DECEMBER 3L,2O2O
Consolidated Profit and Loss Account
Consolidated Balance Sheet
Note to Summarised Financial lnformation
2
3
4
5
6
Page
Page
7
8
9
Consolidated lncome Statement
for the financial year ended 31 December 2O2O
2020
Restated Q
2019
$m
Restated 0
2018
$m$m
Notos
1,2
4
4
2,5,7,8
2,6
10
10
10
11
2
12
Revenue
Cost of sales
Gross profit
Operating costs
Group operating profit
ProfiV(oss) on disposals
Profit before finance costs
Finance costs
Finance income
Other financial expense
Share of equity accounted investments' (loss)/profit
Profit before tax from continuing operalions
lncome lax expense
Group profit for the financial year from continulng operations
Profit after tax for the flnanclal year from dlscontlnued operatlons
Group profit for the financial year
Prolit attributablo to:
Equity holders of the Company
From continuing operations
From discontinued operations
Non-controlling interests
From continuing operations
From discontinued operations
Group profit for the financial year
Basic earnings per Ordinary Share
Diluted earnings per Ordinary Share
Basic earnings per Ordinary Sharo from continuing operations
Diluted earnings per Ordinary Share from continuing operations
1,165 1,738 2,889
27,587
(18,425)
28,132
(18,85e)
27,449
(18,3e1)
9,'162
(6,8ee)
9,273
(6,480)
9,058
(6,612)
2,263
o
2,793
(18e)
2,446
(121)
2,272
(38e)
(101)
018)
2,6M
(387)
22
(125)
67
2,325
(3ee)
39
(54)
67
1,664
(4es)
2,'.!81
(534)
1,968
(467)
3
1 ,165 1,647
91
'1,501
1,388
1.122
43
1,627
90
,497
,387
20 4
11
1,165 1,738 2,889
14
14
142.9c
141 .8c
142.9c
'141 .8c
214.3c
212.6c
203.0c
2Q1.4c
346.5c
344.7c
179.8c
178.9c
2
14
14
Consolidated Statement of Comprehensive lncome
for the financial year ended 31 December 2O2O
2020
Reslated (i)
2019
$m
Restatod 0
2018
$m$m
Notes
27
12
Group profit ior the financial Y€ar
Othsr comprohensive income
ttems that may be reclasslfred to ptotif or /oss rh subsoqwnt years:
Currency translation etf€cts
Galny(lossBs) r€lating lo cash flow hedgss
Ta)( r€lating to cash iow h€dges
Items that witt not be reclassilied to profit or loss ln subsequent years;
Remeasurement of retlrement b€nefrt obllgations
To( r€latlng to retir€msnt benefll obligatlons
Total other comprehensive income for the fnancial year
Total comprehenslve lncome for the linancial year
Attibutaile to:
Equity holders of the ComPanY
Non-controlling int€rests
Total comprehensivo income for tho linancial year
1 ,165 1,738 2,889
(466)
$n
5
472
1t
(4)
440
447 495 (508)
30
12
(33)(1s)
(4)11
10
(1)
(221 (23)o
425 472 (4ee)
1,590 2,210 2,390
1,515
75
2,174
36
2,413
(23)
1,590 2,210 2,390
3
Consolidated Balance Sheet
asat31 December2020
2020
Restated (i)
201 I
$m
Restated (i)
2018
$m$m
Noles
15
'16
17
17
't9
27
29
ASSETS
Non-cunsnt a86€ts
Property, plant and equlpment
lntangible asssts
lnwstmsnls accounted for using the equity method
Oth€r fnancial ass€ts
other recelvables
Derivatlve linsnclal lnslrumsnts
Deferred lncome tax assets
Total non-current ass€ls
Current assels
lnventories
Trado and other roceivables
Current income tax racoverable
Dsrivatlvo fi nancial lnstrumenls
Ca6h and cash equlvalents
Tolql cunent assot$
Tolal assets
EOUITY
Capltal and ros€rvos attributable to lhe Company's €qulty holdors
Equlty sharo capltal
Prelerenca shars caFital
Share premium account
Treasury Shares and own ghates
Other resewss
Foreign curroncy translallon roserve
Retained incoms
Capllai and reserves attributable to the Company's equlty holders
Non-controlling interests
Total equily
UABILITIES
Non-curent liabllities
L6as€ liablliti€s
lntorost-bearing loans and bonowings
Derlvatlve tnancial lnstrumsnts
Detanod lncome tax llabllilies
Othar payablss
Retirement benefi t obligations
Pro/isions tor liabllities
Tota' non-cunent liabilities
Cun6nt llabilitlss
Lease liabilill€s
Trad6 and othsr payablss
Cunent lncome tax liabllltlos
lnterest-bearing loans and bonotvings
Dorfuatfue f nanclal lnslruments
Provisions tor llabllities
Total cunent liabllitios
Tolal llabilltlos
Total equ:ty and liabllities
19,317
9,373
626
13
325
184
129
18,046
9,656
1,332
26
207u
81
19,574
9,475
775
13
356
85
76
25,967 30,354 29,382
18
19
27
25
3,'t17
4,086
36
17
7,721
3,080 3,505
4,665
'17
17
9,191
4,231
22
9,918
14,977 17,258 17,395
44,944 47,812 46,777
31
31
3l
31
22
26
27
2S
20
30
28
22
20
26
?7
28
333
1
7,493
(386)
444
206
11 ,565
335
1
7,493
(380)
4t1
(204
11,350
352
1
7,493
(e20)
378
(65e)
1 1,705
19,656
652
19,028 18,350
60260733
20,348 19,635 '18,952
1,339
1 0,958
'|
2,6t3
711
556
953
'1,393
9,2'11
1
2,627
545
480
854
9,959
21
2,530
540
486
823
17,'131 15,11 1 14,359
296
4,792
619
1,257
12
489
304
4,916
565
6,616
17
448
5,277
508
7,213
47
421
7,465 't2,866 13,466
4
27,977 27
Consolidated Statement of Cash Flows
for the financialyear ended 31 December 2O2O
2020
Reslated (i)
2019
$m
Restated (i)
201 8
$m$m
Notes
Cash fiows from opcrating activitios
Profil belore tax from continuing operatlons
Protit b€lore tax from discontinued operations
Profit before tax including discontinued operations
Finance costs (net)
Share of equity accountsd invoslments' Ioss(profit)
(Proflt/loss on dlsposals
Group operating proiit
Depreciation charge
Amortisation of intangible assets
lmpairment charge
Share-bas€d payment expense
Other
Nei movement on worklng capltsl and provlsions
Cash generated from operalions
lnlorest paid (including leases) (ii)
Corporation tax paid
Nel cash inflow from operating activities
Cash flows lrom investing activities
Proceeds Jrom disposals (net ol cash disposed and defened proceeds)
lnterest recelved
Dividends received from equity accounted investments
Purchase of property, plant and equipment
Acquisition of subsidiaries (net of cash acquired)
Other investments and advances
Deferred and contingent acquisition consideration paid
Defened divestment conslderation received
Net cash (outflow)/inflow fronr investing activities
Cash {lows from financing aclivities
Proceeds from issue of shares (net)
Proceeds from exorcise of share oplions
Transactions involving non-conlrolling interests
lncrease in interest-bearing loans and bonowings
Net cash {low arising from dorivative linancial lnstruments
R€payment of interest-bearing loans, borrowlngs and {inance leases (ili)
Rspaymont of lease liabililies (iv)
Treasury Shareslown shares purchased
Dlvidends pald to equity holders of lhe Company
Dividends paid to non-controlling interests
Net cash inflow4outllr.rw) lrom tinancing activities
lncrease in cash and cash eqtlivalents
Reconciliation of opening to closing cash and cash equivalents
Cash and cash equivalents at 1 January
Translation adjustment
lncrease in cash and cash equivalents
Cash and cash equivalents at 31 Decenlber
(1,060) 217 (1,772)
22
(21)
106
(40)
(640)
(356)
(e54)
(652)
(1 1)
14
'10
1,664 2,181
117
1,968
1.982
10
't 1
6
15,22
16
15,16,22
o
21
6
1,664
490
1'18
(e)
2,298
498
(81)
191
3,950
414
(71)
{1,727)
2,263
1,624
70
o/o
96
6
136
2,906
1,721
66
I
86
(3)
(71)
2,566
1,265
72
66
79
(7e)
(547)
4,928
(432)
(558)
4,714
(46e)
(364)
3,422
(3e4)
(782)
17
15
32
17
21
21
3,938
184
2,246
3,597
40
57
(1,324)
(4,076)
l2:)
(64)
35
(es6)
(351)
(1)
(54)
123
3,881
2,343
22
39
(1,374)
(727)
l32l
(01)
31
23
23
23
22
31
13
13
6
6,427
zo
(4,343)
(258)
(24s)
(707)
(15)
1,587
I
(2e1)
(e21)
(61e)
(14)
287 (2,546)e26)
3,165 1,552 248
4,218
JJO
3,165
2,686
(20)
1,552
2,560
(122r.
248
2,686
5
25 7,721 4,218
CRH plc
Note to Summary Financial lnformation
December 3L,2020
Note 1
The preceding financial information has been extracted from the consolidated financial statements of CRH plc as of and
for the year ended December 31, 2020 prepared in accordance with lnternational Financial Reporting Standards as
adopted by the European Union and on which the auditor, Deloitte lreland LLP, expressed an unqualified audit opinion
on March 3,2O2!.lt does not constitute "full group accounts" financial statements as defined in Section 294 of the
Companies Act2OI4.Copiesof thefull financial statementsof CRH plcasof andfortheyearended December3L,2O2O
are available on the U,S. Securities and Exchange Commission website at www.sec.gov.
6
CPM Development Corporation and Subsidiaries Consolidated
Profit and Loss Account
Year ended December 3L,2O2O
(IJ.S. dollars in thousands)
Net sales
Cost of sales
Gross profit
Selling, general and administrative expenses
Operating profit
Other income (expense)
lnterest expense
Other, net
Total other expense
lncome before income taxes
Provision for income taxes
Net income
5 471,269
(287,Os2l
L84,2L6
(L23,306)
60,9L0
(3,333)
897
(2,4361
58,474
(14,618
S +g,sse
7
CPM Development Corporation and Subsidiaries Consolidated
Balance Sheet
December 3L,2O2O
(U.5. dollors in thousonds, except per shore)
Assets
Current assets:
Cash and cash equivalents
Trade and other receivables, net
lnventories, net
Prepaid expenses
Total current assets
Prooertv. olant and equipment, at cost
Leiss: ALcumulated depreciatibn
Property, plant and equipment, net
Goodwill
Due from parent and affiliates
Total Assets
Liabilities and stockholder's equity
Current liabilities:
Accounts payable, accrued expenses and other
liabilities
Total current liabilities
Other liabilities
Stockholder's eouitv:
Common stock, at nil par value; 100,000
shares authorized; 38,578 shares issued and
outstanding
Additional paid-in capital
Retained earnings
Tota I stockholder's equity
Total liabilities and stockholder's equity
s L,324
46,686
43,O76
7 217
98,303
569,858
(262,648)
307,2LO
L27,544
54,653
5 sg7,72o
S 80.284
80,284
6,596
89,485
4tL,355
500,840
s 587,720
8
CPM Development Corporation and Subsidiaries
Note to Summarised Financial lnformation
December 3L,2020
Note 2
The preceding financial information has been extracted from the consolidation information for CPM Development
Corporation and Subsidiaries as of and for the year ended December 37,2020, as prepared in conformity with
lnternational Financial Reporting Standards as adopted by the European Union for the purposes of inclusion in the
consolidated financial statements of CRH plcl
I For practical purposes the separate financial information included herein in respect of CPM Development Corporation and
Subsidiaries does not include an allocation for a non-cash charge (and related deferred tax effect) in relation to IFRS 2, Shore'based
poyment. ln addition, the tax charge has been calculated using a composite convenience rcte ol 25%, representing the aggregate of a
2L%federal tax charge and a calculated average 4/o state tax rate.
9
7 SIGNATURE
7.1 Dated at this 11th day of May ,202L.
Name of Organization:
CPM DBA I
By:Mark Eichelbe
Title:Manaoer
7.2 Mark Eichelberger , being duly sworn, deposes and says that the
information provided herein is true and sufficiently complete so as not to
be misleading.
Subscribed and sworn before me this 11th day of 202L.
Notary Public:
My Commission ExPires:2t1t2025
202 1 Asphalt OverlaYs/Smith
Project Number: 21-3001.1
34 April 27, 2O2l
BIDDER RESPONSIBILITY CRITERIA
Statement that Bidder Has Not Been Disqualified
This statement is required by state taw (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 (May IL, 2O2L} the bidder has not been disqualified from
bidding on any public works contract under RCW 39.06.010 or 39.12.065(3).
CPM Development Corporation DBA ICON Materials
B
Signature of Authori
"r5"Name
a
alx
Rob Meidinger
Printed Name
General er/VP
Title
5t1112021 Pacific WA
Date City State
* If a corporation, proposal must be executed in the corporate name by the president
or vice-president (or any other corporate officer accompanied by evidence of
authority to sign). If a co-partnership, proposal must be executed by a partner.
2021 Asphalt Overlays/Smith
Project Number: 21-3001. 1
35 April 27, 2O2t
BIDDER RESPONSIBILITY CRITERIA
Certification of Compliance with Wage Payment Statutes
This certification is required by state taw (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 (May LL, 2O2I), 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.
CPM Development CorPoration DBA ICON Materials'ttr"N'Na me
t
Signature of Authori lx
Rob Meidinger
Printed Name
General Manager / VP
Title
5t1112021 Pacific WA
Date
2021 Asphalt Overlays/Smith
Project Number: 21-3001. 1
City State
* If a corporation, proposal must be executed in the corporate name by the president
or vice-president (or any other corporate officer accompanied by evidence of
authority to sign). If a co-partnership, proposal must be executed by a partner.
36 April 27,2O2t
PROPOSAL SIGNATURE PAGE
The undersigned bidder hereby proposes and agrees to start construction work on the
Contract, if iwarded 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
thirty (t3O) 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 0l , DA ,
-,
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
contr-act fbrms and documents included within the bid packet and to be bound by all
terms, requirements and representations listed in the bid documents whether set fofth
by the City or by the Bidder,
DBA IDATE:Mav 11,2021 CPM als
N
S n z
Mark Eichelberger / Construction Manager
(Print Name and Title)
1508 Valentine Ave SE
Address
Pacific, WA 98047-2103
ntative
2021 Asphalt Overlays/Smith
Project Number: 21-3001. 1
37 April 27, 2O2I
C PM DEVELOPM ENT CORPORI\TION
HELENA SAND
& GRAVEL
AdCOHPN
A CRH ComPanY
A AilRICAITIROCKE:E:,Al nourrt
@
cEltlMtPnr-Mx
ffit#d
*[,ggm
asHcN
-
ffi
ffi
ffi
ffi
m
RiverBend
MATERIALS
WEIVATCHEE
SAND A GRAVEL
SWSF
5111 E. Broadway, Spokane Valley, WA 99212
P.O. Box 3366, Spokane WA 99220-3366
Office: (509) 534-6221 " Fax: (509) 536-3051
CERTIFICATE OF AUTHORITY
please be advised, that the individuals whose names, titles and signatures appefi bgloy are authorized
to execute proposals, contracts, bonds, and oflrer documents and/or instruments on behalf of CPM
Development borporation , dlbilalcoN Materials. IcoN Materials is a cPM Development corporation
trade name.
Signature
Name and Title
Ric Linares, Regional President
Rob Meidinger, General Manager/Vice President
,)
Mark Eichelberger, Construction Manager
\
Darci Morris, OPerations AnalYst
Respectfully submitted,
CPM DEVELOPMENT CORPORATION
Ct/Mrnrl
Susan L. Devaney
Northwest Division CFO
STATE OF WASHINGTON
COUNTY OF SPOKANE
On this day personally appeared before me Susan L. Devaney, known to me to- be the person that
executed the ioregoing i"rt o-*t, on behalf of CPM Development Corporation, dbla ICON Materials
and acknowledgJd iaid instrument to be the free and voluntary act of said Corporation
for the uses and purposes therein mentioned.
SIJBSCRIBED and swom to before me this6t day of tJez ,2019
ss
)
)
)
Print or Type Nane of
NOTARYPUBLIC iN ANd for the State of Washington
Residing at
My Commission expires on t\ult-<ln I q/ ;s?,a
JEFF L CAVINESS
Notary Public
State oiWashington
MyAppoiniment ExPires
Mar 18,2022
A CRH COMPANY
An Equal OpportunitY Employer
BID BOND FORM
KNOW ALL MEN BY THESE PRESENTS:
That we- CPM Development Corporation DBA ICON Materials , as Principal,lttoL vYEr - ,
sn6 Fidelity and Deposit Company of Maryland , as Surety, are held and firmly
bound unto the CIry OF KENT, as Obligee, in the penal sum of FivePercentof TotalBidAmount
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 2O2L Asphalt Overlays/Project Number: 21-3OO1.1
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 forfeit to the Obligee, as penalty and liquidated damaged, the
amount of this bond.
SIGNED, SEALED AND DATED THIS 1 1th YOF May
CPM DBA ICON
Fidelity
RETY Karen Rhinehart
20
20_.
Received return of deposit in the sum of $
202 1 Asphalt Overlays/Smith
Project Number: 21-3001.1
38 April 27, 2O2I
ZURICH AMERICAN INSURANCE COMPAT{Y
COLONIAL AMERICAN CASUALTY AIYD SURETY COMPAI{Y
FIDELITY AND DEPOSIT COMPAI{Y OF MARYLAND
POWER OF ATTORNEY
KNow ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a COTPOTATiON Of thE StAtE Of NEW
york, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of lllinois, and the FIDELITY
AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by
Robert D. Murray, Vice President, in pursuance of authority granted by Article V, Section 8, of the By-Laws of said Companies, which are
set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute,
and appoint, Rob D. MEIDINGER, Karen RIIINEHART, Susan L. DEVANEY and Mark EICHELBERGER' all of Pacific'
Wasnington, EACH, its true and lawful agent and Attomey-in-Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and
as its ;ct and deed, any and all bid bonds issued on behalf of CPM DEVELOPMENT CORPORATION dba ICON
MATERJALS, Pacific, Washington each in a penalty not to exceed the sum of $11000,000, and the execution of such bid bonds in
pursuance of tirese presents, shail be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had
Leen duly executed and acknowledged by the regularly elected offrcers of the ZURICH AMERICAN INSURANCE COMPANY at its
office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY
COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF
MARYLAND at its office in Owings
Mills, Maryland., in their own proper persons.
The said Vice President does hereby certiry that the exffact set forth on the reverse side hereof is a true copy of Article V, Section 8, of
the By-Laws of said Companies, and is now in force.
IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/trer names and affixed the Corporate Seals of the said
ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and
OF MARYLAI\D, this l0th day of October, A.D' 2019.
ATTEST:
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITYAND DEPOSIT COMPAIYY OF MARYLAI{I)
By: Robert D. Murray
Vice President
Qla,rn" fiWnru*-
By: Dawn E. Brown
Secretary
State of Maryland
County of Baltimore
On this l00r day of October, A.D. 2019, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, Robert
D. Murray,Vice President and Dawn E. Brown, Secretary ofthe Companies,to me personally known to be the individuals and ofhcers described in and
who executed the preceding instrument, and acknowledged the execution of same,and being by me duly swom, deposeth and saith, that hdshe is the said
officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said
Corporate Seals and the signature as such offtcer were duly affixed and subscribed to the said instrument by the authority and direction of the said
Corporations.' IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written.
\4,r A,lG/ C!_ a,.b^,r+l
Constance A. Dunn, Notary Public
My Commission Expires: llly 9,2023
EXTRACT FROM BY.LAWS OF THE COMPANIES
,'Article V, Section g, At!9ggyg:j@!. The Chief Executive Officer, the President, or any Executive Vice President or Vice President
may, by written inrt o..iiGi;-th" uttested corporate seal, appoint -attomeys-in-fact udth authority to execute bonds, policies,
recognizances, stipulations, undertakings, or other like instnrmenit * U.nutf of the Company, and may authorize any officer or any such
attomey-in-fact to affix the corporate seal thereto; and may with or without cause modifi of revoke any such appointment or authority at any
time'"
.ERTIFI.ATE
I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN
CASUALTY AND SURETY COMPANY, ANd thc FIDELIry AND DEPOSIT COMPANY OF MARYLAND' dO hCTEbY CCTti$i thAt thc
foregoing power of Attorn"v it-riil in full iorce and effect on the date of this certificate; and I do further certify that Article V' Section 8, of
the By-Laws of the Companies is still in force.
This power of Attomey and certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998.
RESoLVED: ,,That the signature of the president or a Vice President and the attesting signature of a Secretary or an Assistant Secretary
and the seal of the company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such
facsimile signature and seal shall be valid and binding on the Company'"
This power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the coLoNIAL AMERICAN CASUALT AND suRETY COMPANY at a meeting duly called and held on the 5th day of
May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a
meeting duly called and held on the 1Oth day of May' 1990'
RESoLVED: ,,That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature
ofany vice-president, Secretary, or Assistant Secretary ofthe company, whether made heretofore or hereafter, wherever appearing upon a
certified copy of any power of attomey issued by the Company, shall be valid and binding upon the Company with the same force and effect
as though manually affixed.
IN TESTIMONy -WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies,
tn;s l/{ft aav or t104 , ?blZlJ
"fip4ilW-
Brian M. Hodges
Vice President
TO REPORT A CLAIM WITH REGARD TO A SI]RETY BOND, PLEASE SUBMIT A COMPLETE DESCRIPTION
oF THE CLAIM INCLUDING TIIE PRINCIPAL ON THE BOND' THE BOND NI.]MBER, AND YOUR CONTACT
INF'ORMATION TO:
Zuich Surety Claims
1299 ZurichWay
Schaumburg, IL 60196-1056
www.reportsfclaims @ zurichna' com
800-626-4577
CITY OF KENT
COMBINED DECLARATION FORM:
NON-COLLUSTON, MTNTMUM WAGE
NON.COLLUSION DECLARATION
I, by signing the proposal, hereby declare, under penalty of perjury under the
lawl oithe United States that the following statements are true and correct:
1 That the undersigned person(s), firm, association or corporation has
(have) not, either directly or indirectly, entered into any agreement'
participated in any collusion, or otherwise taken any action in
restraint of free competitive bidding in connection with the project
for which this proposal is submitted.
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.
2
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.
2OZL Asphalt OverlaYs
Project Number: 21-3OO1.1
NAME OF PROJECT
CPM Develo Corporation DBA ICON Materials
202 1 Asphalt Overlays/Smith
Project Number: 21-3001. 1
ER'S FIRM
Mark Ei
OF AUTHO ED REPRESENTATIVE OF BIDDER
NAME OF B
39 April 27,2O2L
This chanoe order form is for example purposes onlv. Bv submittinq a bid'the
b,idder aorees to be bound bv the terms of this chanqe order form for anv
chanoe orders.
CHANGE ORDER NO. [Enter # Lr 2, 3, etc.]
NAME OF CONTRACTOR: [Insert Company Name] ("Contractor")
CoNTRACT NAME & PROJECT NUMBER:llnsert Name of original contract & Project #. if aPPlicablel
oRIGINAL CONTRACT DATEI llnseft Date Original contract was signedl
This Change Order amends the above-referenced contract; all other provisions of the
contract that are not inconsistent with this Change Order shall remain in effect' For valuable
consideration and by mutual consent of the parties, the project contract is modified as follows:
1. Section 1 of the Contract is hereby modified to revise existing work as follows:
In addition to work required under the original Agreement and any
prior Amendments, Contractor shall provide all labor, materials, and
equiPment necessarY to :
[Insert detailed description of additional materials, services, etc', that
are needed which necessitate this change order - Be as detailed as
possible, You may also refer to an attached exhibit, but clearly
identify the exhibit by title and datel
2. The contract amount and time for performance provisions of Section 1 of the
Contract are also modified as follows:
Original Contract Sum,
(including applicable alternates and
wssr)
$
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 $
CPM DeveloPment
CorPoration
DBA ICON Materialq prit 27, 2o2L2021 Asphalt Overlays/Smith
Project Number: 21-3001'1
40
Original Time for Completion
(insert date)
Revised Time for Completion under
prior Change Orders
(insert date)
Days Required (+) for this Change
Order
working days
Revised Time for Completion
(insert date)
In accordance with Sections L-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 pafties whose names appear below swear under penalty of perjury that they are
authorized to enter into this contract modification, which is binding on the pafties 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.
202 1 Asphalt Overlays/Smith
Project Number: 21-3001.1
CONTRACTOR:
Rrr.
(tlSr"tr*)
Print Name:
Qiile)
DATE:
CITY OF KENT:
By
(signature)
Print Name: Chad Bieren, P.E.
Its Prrhlic Works Di rtnr
(title)
DATE:
CPM DeveloPrnent
CorPoration
DBA lCCF,t Materials
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
4T April 27,2O2I
BIDDER'S CHECKLIST
The following checklist is a guideline to help the Contractor make sure all forms are
complete. The bidder's attention is especially called to the following forms' Failure to
execute these forms as required may result in rejection of any bid. Bidder's
Package should include the following:
Bid Document Cover Sheet filted out with Bidder's Name ......8
Subcontractors listed proPerlY...8
d
V
Bazqdq
wddzd
wd6
F
Order of Contents...........
Invitation to Bid
Contractor Compliance Statement.'...........
Date
Have/have not participated acknowledgment...'.......
Signature and address '.......Declaration - City of Kent Equal Employment Opportunity Policy
Date and signature ......
Administrative Policy
Proposal
First line of proposal - filled in ..........
Unit prices are correct
Bid the same unit price for asterisk (*) bid items
SUbCOntraCtOr LiSt (contracts over $1M - HVAC, Plumbing, & Electrical)............
Subcontractors listed ProPerlY.
Signature
Subcontractor List (contracts over $1M - Structural Steel & Rebar Installation)..
Power of Attorney..........
ilddE
d
W
E
6
Date and signature .....,
Contractor's Qualification Statement ............
Complete and notarized
Statement that Bidder Has Not Been Disqualified
Certification of Compliance with Wage Payment Statutes ."d
Proposal Signature Page
All Addenda acknowledged
Date, signature and address ........
Bid Bond Form
Signature, sealed and dated
(Amount of bid bond sha
Combined Declaration Form ....
Signature
Change Order Form (ExamPle)
Bidder's Checklist
2021 Asphalt Overlays/Smith
Project Number: 21-3001. 1
ll equal 5o/o of the total bid amount)
wadil
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 EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT'
To be executed by the successful bidder AFTER COMPLETION of this contract.
AFry Eevelopment Aprit27,2e2L
Corponation
DBA |CON Materiats
42
PAVMENT AND PERFORMANCE BOND
TO CITY OF KENTKENTW.atltOtOr
Bond No. 9379614
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned,CPM Development Corporstion DBA ICON Materials
as Principal, and Fidelity andDeposit Company of Maryland
-. -
a Corporation organized and existing under the laws of the State of Washington, as a
Surety Corporation, and qualified under the laws of the State of Washington to
become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are
jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of
$ .5,064,977.00 , together with any aqiustments, up or down, in the total contract
price because of changes in the contract work, for the payment of which sum on
demand we bind ourselves and our successors, heirs, administrators or personal
representatives, as the case may be.
This obligation is entered into in pursuance of the statutes of the State of
Washington, and the Codes and Ordinances of the CITY OF KENT.
Nevertheless, the conditions of the above obligation are such that:
WHEREAS, under and pursuant to a motion, duly rnade, seconded and passed
by the City Council of the City of Kent, King County, Washington, the Mayor of the
City of Kent has let or is about to let to the above bounden Principal, a certain
contract, the said contract providing for construction of 20.21 Asphalt
Overlays/Project Number: 21-3OO'1.1 (which contract is referred to herein and is
made a part hereof as though attached hereto), and
WHEREAS, the Principal has accepted, or is about to accept, the contract, and
undertake to perform the work therein provided for in the manner and within the time
set forth:
NOW, THEREFORE, for non-FHWA prqjects only, if the Principal shall faithfully
perform all the provisions of said contract in the manner and within the time herein
set forth, or within such extensions of time as may be granted under the said
contract, and shall pay all laborers, mechanics, subcontractors and material rnen, and
all persons who shall supply the Principal or subcontractors with provisions and
supplies for the carrying on of said work and shall indemnify and hold the CITY OF
KENT harmless from any damage or expense by reason of failure of performance as
specified in said contract or from defects appearing or developing in the material or
workmanship provided or performed under said contract, then and in that event this
obligation shall be void; but otherwise it shall be and remain in full force and effect.
lN WITNESS WHEREOF, the above bounden parties have executed this
instrument under their separate seals. The name and corporate seal (if required by
law) of each corporate party is hereto affixed and duly signed by its undersigned
representatives pursuant to authority of its governing body.
2O21 Asphalt Overlays/Smith
Project Number: 21-3001 .'l
43 May 6,2Q21
TWQ WITNESSES CPM Development Corporation DBA ICON Materials
PRINC l's name above)
TITLE:General Manager / VP
TE DATE: MaY 28,2021
CORPORATE SEAL
PRINT NAME
DATE Mou 2b,ao}l Fidelity and Deposit Company of Maryland
J SURETY
CORPORATE SEAL
DATE Mav 20,2021
TITLE: Attorney-In-fact
ADDRESS:15 W. South le- Ste. 700
salt Lake city, uT 84101
CERTIFIGATE AS TO CORPORATE SEAL
I hereby certify that I am the (Assistant) Secretary of the Corporation named as
Principal in the within Bond; 1661 Rob Meidinger - - .
Whosignedthesaidbondonbehalfoftheprincipataterials
of the said Corporation; that I know his signature thereto is genuine, and that said
Bond was duly signed, sealed, and attested for and in behalf of said Corporation by
authority of its governing body.
SECRETARY RAS ANT SECR
2o21 Asphalt Overlays/Smith
Project Number: 21-3001 .1
BY
s
44 May 6,2021
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New
York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY
AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by
Robert D. Murray, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which
are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate,
constitute, and appoint Tina Davis , its true and lawful
agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds
and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies,
as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the
ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL
AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons.
The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of
the By -Laws of said Companies, and is now in force.
IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said
ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 11 th day of July, A.D. 2019.
CF.- q Q 9Eipd ___VY
SAL
4Wlr...lWN!!
ATTEST:
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
By: Robert D. Murray
Vice President
By: Dawn E. Brown
Secretary
State of Maryland
County of Baltimore
On this I Ith day of July, A.D. 2019, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, Robert D.
Murray, Vice President and Dawn E. Brown, Secretary of the Companies, to me personally known to be the individuals and officers described in and who
executed the preceding instrument, and acknowledged the execution of same, and being by me duly sworn, deposeth and saith, that he/she is the said officer of
the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and
the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written.
Constance A. Dunn, Notary Public
My Commission Expires: July 9, 2023
EXTRACT FROM BY-LAWS OF THE COMPANIES
"Article V, Section 8, Attorneys-in-Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President
may, by written instrument under the attested corporate seal, appoint attomeys-in-fact with authority to execute bonds, policies,
recognizances, stipulations, undertakings, or other like instmments on behalf of the Cornpany, and may authorize any officer or any such
attomey-in-fact to affix the corporate seal thereto; and may with or without cause modi$r of revoke any such appointment or authority at any
time ."
CERTIFICATE
I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN
CASUALry AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certi$r that the
foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certi$ that Article V, Section 8, of
the By-Laws of the Companies is still in force.
This Power of Attorney and Certificate may be signed by facsirnile under and by authority of the following resolution of the Board of
Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the l5th day of December 1998.
RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary
and the Seal of the Company may be aflixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such
facsimile signature and seal shall be valid and binding on the Company."
This Power of Attorney and Certilicate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of
May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a
rneeting duly called and held on the l0th day of May, 1990.
RESOLVED: "That the facsimile or mechanically reproduced seal of the colnpany and facsimile or mechanically reproduced signature
ofany Vice-President, Secretary, or Assistant Secretary ofthe Company, whether made heretofore or hereafter, wherever appearing upon a
certified copy of any power of attomey issued by the Company, shall be valid and binding upon the Company with the same force and effect
as though manually affixed.
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies,
this 20th day of May 2021
'B;n"lHetr*
Brian M. Hodges, Vice President
TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT A COMPLETE DESCRIPTION
OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND, THE BOND NUMBER, AND YOUR CONTACT
INFORMATIONTO:
Zrrich Surety Claims
1299 ZutichWay
Schaumburg, IL 60196-1056
www.reportsfclaims@zurichna.com
800-626-4577
EXTRACT FROM BY-LAWS OF THE COMPANIES
"Article V, Section 8, Attomeys-in-Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President
rnay, by written instrument under the attested corporate seal, appoint attomeys-in-fact with_ authority to execute bonds, policies,
.."ogniiun""r, stipulations, trndertakings, or other like instruments on behalf of the Cornpany, and may authorize any officer or any such
attorirey-in-fact toaffix the corporate seal thereto; and may with or without cause modifr of revoke any such appointment or authority at any
titne'"
.ERTTFT.ATE
I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN
CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certiff that the
foregoing Power of Attomey is still in full force and effect on the date of this certificate; and I do further certiS that Article V, Section 8, of
the By-Laws of the Companies is still in force.
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the l5th day of December 1998.
RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretaty or an Assistant Secretary
and the Seal of the Company may be allixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such
facsinrile signature and seal shall be valid and binding on the Company."
This power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the CSL6NIAL AMERICAN CASUALTY AND SLJRETY COMPANY at a meeting duly called and held on the 5th day of
May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a
neeting duly called and held on the lOth day of May' 1990.
RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature
ofany Vice-President, Secretary, or Assistant Secretary ofthe Company, whether made heretofore or hereafter, wherever appearing upon a
certified copy of any power of attomey issued by the Company, shalt be valid and binding upon the Company with the same force and effect
as though manually affixed.
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies,
this 20th day of MaY , 2Q21
'$;atttW*
Brian M. Hodges, Vice President
TO R.EPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT A COMPLETE DESCRIPTIdN
OF THE CLAIM INCLUDING TIIE PRINCIPAL ON THE BOND, THE BOND NUMBER, AND YOUR CONTACT
INFORMATION TO:
Zurich Surety Claims
1299 ZurichWay
Schaumburg, IL 60196-1056
www.reportsfclaims @zurichna, com
800-626-4577
CONTRACT
THIS AGREEMEN'I,is entered into between the CITY OF KENT, a
Cornoration DBA ICON
Washington
Materialsmunicipal corporation ("City"),and CPM
organized under the laws of the State of Washington , located and doin g
business at 1508 Valentine SE Pacific. WA 98047-2103 ("Contractor").
WITNESS:
In consideration of the terrns and conditions contained in this Agreement and in
the project documents, plans, and specifications all of which are a part of this
Agreement, the parties agree as follows:
1. The Contractor shall do all work and furnish all tools, materials, and equipment
for: ?:OZL Asphalt Overlays/Project Number: 21-3OO1.1 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
Depaftment of Transportation and the Washington State Chapter of the
American Public Works Association, including all published amendments issued
by those organizations, if applicable ("standard Specifications"); the City's bid
documents; and the Contractor's response to the City's bid. The Contractor is
responsible to obtain copies of the 2O2O WSDOT Standard Specifications
including the latest amendments issued by WSDOT as of the date of bid
opening. Unless otherwise directed by the City, work shall start within ten (10)
days after the City issues its Notice to Proceed and work shall be physically
completed within one hundred thirty (13O) working days. The term of this
Contract shall continue until all work has been completed, Final Acceptance has
occurred, and all Contractor obligations have been fulfilled.
The Contractor shall provide and bear all expense of all equipment, work, and
labor of any sort whatsoever that may be required for the transfer of materials
and for constructing and completing all the work provided for in the Contract,
except where the specifications allocate that responsibility to the City. The total
contract amount for all Work performed under this Contract, including
Washington State Sales Tax, is $5,064,977,
The City hereby promises and agrees with the Contractor to employ, and does
employ, the Contractor to provide the materials and to do and cause to be done
the above described work and to complete and finish the same according to the
Contract and the terms and conditions herein contained and hereby contracts to
pay for the same according to the Contract and the schedule of unit or itemized
prices provided by Contractor in its response to the City's bid, at the time and
in the manner and upon the conditions provided for in the Contract,
The Contractor for itself, and for its heirs, executors, administrators,
successors, and assigns, does hereby agree to the full performance of all
covenants herein contained upon the part of the Contractor,
2021 Asphalt Overlays/Smith
Project Number: 21-3001, I
2
3
45 May 12,2O2I
4
5
It is further provided that no liability shall attach to the City by reason of
entering into this contract, except aS expressly provided herein,
Contractor shall defend, indemnify, and hold the City, its officers, officials,
employees, agents, volunteers and assigns harmless from any and all claims,
iqjuries, damages, losses or suits, including all legal costs and attorney fees,
aiising out of or in connection with the performance of this contract, except for
iqjuries and damages caused by the sole negligence of the City'
The City's inspection or acceptance of any of Gontractor'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 4.24.11S, then, in th-e event of liability for damages arising out of bodily
iqjury to persons or damages t0 property caused by or resulting from the
c6ncurrent 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
wAtvER oF IMMUNITY UNDER INDUST-EIIAL INSURANCE, TITLE 51 RCW,
SOLELY FOR THE PURPOSES OF THlS 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 avaitlble 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 speciiied term of maintenance, insurance of the type-s and in the
arnounts 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
l
I
2021 Asphalt Overlays/Smith
Project Number: 21-3OO'l .1
46 May 6, 2O21
CITY OF KENT
BY
DANA RALPH, MAYOR
DATE:
ATTEST:
KIMBERLEY A. KOMOTO, CITY CLERK
APPROVED AS TO FORM
KENT LAW DEPARTMENT
CONTRACTOR
teBY
PRINT NAME:Rob
TITLE:General Manager / VP
DATE:May 28,2021
2O2'l Asphalt overlays/Smith
Prqject Number: 21 -3OO1 .1
47 May 6, 2021
06/03/2021
EXHIBIT A
I NSURANCE REQU I REMENTS FOR
CONSTRUGTION PROJECTS
I nsurance
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'
l\. Minimum Scope of Insurance
Contractor shall obtain insurance of the types described below:
1. Gommercial General Liability insurance shall be written on ISO
occurrence form CG OO O1 or its equivalent, with minimum limits of
$3,OOO,OOO per occurrence and in the aggregate for each 1 year policy
period. This coverage may be any combination of primary, umbrella or
bxcess liability coverage affording total liability limits of not less than
$3,OOO,OOO p-er occurrence and in the aggregate. Products and Com.pleted
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 lnsured under the Gontactor's Gommercial General
Liability insurance policy with respect to the wor_k performed for the
Gity. Al-l endorsements COOing Additional Insureds shall be issued on
form CG 2{) 1O 11 85 or a form deemed equivalent, providing the
Additionat Insureds with all policies and endorsements set forth in
this section.
2. Automobile Liability insurance covering all owned, non-owned, hired and
leased vehicles, Covelage shall be written on lnsurance Services Office
(tSO) form CA OO O1 or-a substitute form providing equivalent liability
coverage. lf necessary, the policy shall be endorsed to provide contractual
liability coverage.
3. Workers'Gompensation coverage as required by the lndustrial lnsurance
laws of the State of Washington.
B. Minimum Amounts of I nsurance
Contractor shall maintain the following insurance limits:
1. Gommercial General Liability insurance shall be written with minimum
limits of $3,OOO,OOO per occurrence and in the aggregate for each 1 year
policy period. This coverage may be any combination of primary, umbrella or
excess liability coverage affording total liability limits of not less than
$3,OOO,OOO per occurrence and in the aggregate. Products and Completed
Operations coverage shall be provided for a period of 3 years following
Substantial Completion of the work,
2021 Asphalt Overlays/Smith
Project Number: 21-3OO1 .1
4A May 6,2021
2
EXHIBIT A (Gontinued)
Automobile Liability insurance with a minimum combined single limit for
bodily iflury and property damage of $1,OO0,OOO per accident.
C. Other I nsurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following
provisions for Automobile Liability and Commercial General Liability:
1. The Contractor's insurance coverage shall be primary insurance as respect
the City. Any insurance, self-insurance, or insurance pool coverage
mainta'ined 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.
The City of Kent shall be named as an additional insured on all policies
(except Professional Liability) as respects work performed by or on behalf of
the contractor and a copy of the endorsement naming the City as additional
insured shall be attached to the Certificate of lnsurance. The City reserves
the right to receive a certified copy of all required insurance policies. The
Contractor's Commercial General Liability insurance shall also contain a
clause stating that coverage shall apply separately to each insured against
whom claim is made or suit is brought, except with respects to the limits of
the insurer's liability
D. Contractor's I nsurance for Other Losses
The Contractor shall assume full responsibility for all loss or damage from any cause
whatsoever to any tools, Contractor's employee owned tools, machinery, equipment,
or motor vehicles-owned or rented by the Contractor, or the Contractor's agents,
suppliers or contractors as well as to any temporary structures, scaffolding and
protective fences.
E. Waiver of Subrogation
The Contractor and the City waive all rights against each other any of their
Subcontractors, Sub-subcontractors, agents and employees, each of the other, for
damages caused by fire or other perils to the extend covered by Builders Risk
insurance or other property insurance obtained pursuant to the lnsurance
Requirements Section of this Contract or other property insurance applicable to the
work, The policies shall provide such waivers by endorsement or otherwise.
2021 Asphalt Overlays/Smith
Project Number: 21 -3OO1 .1
3
49 May 6,2021
EXHIBIT A (Gontinued)
F. Acceptability of lnsurers
lnsurance is to be placed with insurers with a current A,M. Best rating of not less than
A:Vll.
G. Verification of Goverage
Contractor shall furnish the City with original certificates and a copy of the
amendatory endorsements, including but not n.9cqgs911ly limitejJ 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.
2021 Asphalt Overlays/Smith
Project Number: 21 -3OO1 .1
50 May 6,2021
CERTIFICATE OF LIABILITY INSURANCE DATE (MM'DD/YYYY}
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVER,AGE AFFORDED BY THE POLICIES
BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER,
-nrlponteNT:
lf the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
lf SUBROGAT]ON lS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
PRoDUCER Libertv Mutual lnsurance Co. National lnsurance East
2000 Westwood Dr.
Wausau, Wl 54401
www. LibertyMutual.com
-3822
INSURER'S} AFFORDING COVERAGE NAIC #
rNsuRER A : Libertv Mutual Fire lnsurance Companv 23035
INSURED
CPM Development Corporation (120-PAC)
DBA ICON Materials
1508 Valentine Avenue SE
PacificWA 98047-2103
rNsuRER B, Libertv lnsurance Corooration 42404
INSURER C :
INSLIRER D:
INSI,JRER E:
INST-IRER F:
CERTIFICATE NUMBERT 1A77143 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
tNltlt
LTR TYPE OF INSURANCE tNch POLICY NUMBER
POLICY EFF(MM/DD'YYYY}LIMITS
A COMMERCIAL GENERAL LIABILITY
.LA'M.-MADE 17 o""u*
Primary/Non-Contributory
Separation of
GEN'L AGGREGATE LIMIT APPLIES PER:
,o.,"" [7 5ffi f l .o"
T82-C8't-004095-1 1 0
XCU Coverage lncluded
9t1t2020 9t1t2021 EACH OCCURRENCE $ 2.000.000
UAMAGE I(JT(ENIEU
PAtrnrlCtrR /F. ^.."rran.a\$ 300.000
MED EXP (Anv one person)$ 50,000
PERSONAL & ADV INJURY $ 2.000.000
GENERAL AGGREGATE E 3,000,000
PRODUCTS - COMP/OP AGG $ 3.000.000
$
A
A
AUTOMOBILE LIABILITY
ANY AUTO
OWNED
AUTOS ONLY
HIRED
AUTOS ONLY
SCHEDULED
AUTOS
NON.OWNED
AUTOS ONLY
AS2-C81 -004095-1 20
AS2-C8 1 -054502-520
Physical Damage only:
Comprehensive Ded $'1 0,000
Collision Ded $10.000
91112020
91112020
9t1t2021
9t1t2021
$ 2.ooo.ooo
BODILY INJURY (Per peEon)$
BODILY INJURY (Per accident)$
a
$
A UMBRELLA LIAB
EXCESS LIAB
OCCUR
CLAIMS-MADE
TL2-681 -054523-920
(General Liability)
st1t2020 9t1t2021 EACH OCCURRENCE s 1.000.000
AGGREGATE $ 1.000.000
DED RFTFNTION q Products/Completed Opr $ 1.000.000
B
B
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
ANYPROPRIETORYPARTNEFYEXECUTIVE
OFFICEFYMEMBEREXCLUDED?
(Mandatory ln NH)
lf yes, describe under
DESCRIPTION OF OPERATIONS below
N N/A
wA7-C8D-004095-020
All except OH, ND, WA, WY
wc7-c81 -004095-01 0
WI. MN
911t2020
91112020
9t1t2021
911t2021
PER
STATI ITF
otH-
FR
E.L, EACH ACCIDENT $ 't.000.000
E.L. DISEASE - EA EMPLOYEE $ 1 000 000
E.L. DISEASE - POLICY LIMIT s 1.000.000
A Washington Stop Gap
Employers Liability Coverage
TB2-C81-004095-1 10 9t1t2020 9t1t2021 Bl Each Accident
Bl Aggregate Limit
Bl Each Employee
$1,000,000
$1,000,000
$1,000,000
DESCRTPTTONOFOPERATIONS/LOCATIONS/VEHICLES (ACORDl0l,AdditionalRemarksSchedule,maybeatiachodifmorespaceisrequired)
RE: 2021 Asphalt Overlays P/N 21 -3001 .1 .
City of Kent, iheir Agents, Representatives, Employees and Subcontractors are listed as additional insured with regards to the general liability
policy for ongoing aid cohpleted operations, automobile liability, and excess liability policies,-on a primary and non-contributory basis, where
iequired by written contract. 30-day Notice of Cancellation. The excess liability policy follorivs form.
Wdiver of iubrogation is included in favor of the additional insured, where required by written contract, and where applicable by law.
CERTIFICATE HOLDER ELLATION
@ 1988-2015 ACORD CORPORATION. All rights reserved.
ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD
6La7'7t43lLM44l9/20-9/2r-srandard5/2w/wAstopcaplerincelingl5/20/202L3:01:04PM(cDT)lPagelofl
Citv of Kent
406 West Gowe
Kent WA 98032
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
Valerie Reece fuifu"V Pzzc<-
POLICY NUMBER: TB2-C81-004095-1 10
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDTTTONAL INSURED - OWNERS, LESqEE9 OR
CONTRAGTORS - SCHEDULED PERSON OR
ORGANIZATION
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
COMMERCIAL GENERAL LIABILITY
cG 20 10 04 13
A. Section ll - Who ls An lnsured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury", "property
damagei' 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 for
the additional insured(s) at the location(s)
designated above.
However:
1. The insurance afforded to such additional
insured only applies to the extent permitted by
law;and
2. lf coverage provided to the additional insured is
required by a contract or agreement, the
insurance afforded to such additional insured
will not be broader than that which you are
required by the contract or agreement to provide
for such additional insured.
B. With respect to the insurance afforded to these
additional insureds, the following additional
exclusions apply:
This insurance does not apply to "bodily injury" or
"property damage" occurring after:
1. All work, including materials, parts or equipment
furnished in connection with such work, on the
project (other than service, maintenance or
iepairs) to be performed by or on behalf of the
aciditional insured(s) at the location of the
covered operations has been completed; or
2. That portion of "your work" out of which the
injury or damage arises has been put to its
iniended use by any person or organization
other than another contractor or subcontractor
engaged in performing operations for a principal
as a part of the same Project'
C. With respect to the insurance afforded to these
additional insureds, the following is added to
Section lll- Limits Of lnsurance:
lf coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:
1. Required by the contract or agreement; 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.
cG 20 10 04 13 @ ISO Properties, lnc.,2012 Page 1 of2 tr
SCHEDULE
Name Of Additional lnsured Person(s)
Or Location(s) Of Covered Operations
The City of Kent, their Agents, Representatives, Employees
and Subcontractors
P/N 21-3001.1
2021 Asphalt Overlays
Location Code: 120-PAC
lnformation required to complete this Sched ule. if not shown above,willbe shown in the Declarations.
cG 20 10 04 13 @ lnsurance Services Office, lnc.,2012 Page2ol2
POLICY NUMBER: TB2-C81-004095-1 10
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS - COMPLETED OPERATIONS
This endorsement modifies insurance provided under the following
COMMERCIAL GENERAL LIABILITY COVERAGE PART
PRODUCTS/COMPLETED OPERATIONS LIABI LIry COVERAGE PART
SCHEDULE
A. Section ll - Who ls An lnsured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury" or
"property damage" caused, in whole or in part, by
"your work" at the location designated and
described in the Schedule of this endorsement
performed for that additional insured and
included in the "products-completed operations
hazafd".
However:
1. The insurance afforded to such additional
insured only applies to the extent permitted
by law; and
2. lf coverage provided to the additional insured
is required by a contract or agreement, the
insurance afforded to such additional insured
will not be broader than that which you are
required by the contract or agreement to
provide for such additional insured.
COMMERCIAL GEN ERAL LIABILITY
cG 20 37 0413
B. With respect to the insurance afforded to these
additional insureds, the following is added to
Section lll- Limits Of lnsurance:
lf coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:
1. Required by the contract or agreement; 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.
Name Of Additional lnsured Person(s)
Or Organization(s)
Location And Description Of Gompleted
Operations
The City of Kent, their Agents, Representatives, Employees
and Subcontractors
P/N 21-3001.1
2021 Asphalt Overlays
Location Code: 120-PAC
lnformation required to complete this Schedule, if not shown above will be shown in the Declarations
cG 20 37 04 13 @ lnsurance Services Office, lnc.,2012 Page 1 of 1
POLICY NUMBER: TB2-C81-004095-1 10
WAIVER OF TRANSFER OF RIGHTS OF REGOVERY
AGAINST OTHERS TO US
This endorsement modifies insurance provided under the following
COMMERCIAL GENERAL LIABILITY COVERAGE PART
PRODUCTS/COMPLETED OPERATIONS LIABI LITY COVERAGE PART
SCHEDULE
GOMMERCIAL GENERAL LIABILITY
cG24 04 05 09
The following is added to Paragraph 8. Transfer Of
Rights Of Recovery Against Others To Us of
Section lV - Gonditions:
We waive any right of recovery we may have against
the person or organization shown in the Schedule
above because of payments we make for injury or
damage arising out of your ongoing operations or
"your work" done under a contract with that person
or organization and included in the "products-
completed operations hazard". This waiver applies
only to the person or organization shown in the
Schedule above.
Name Of Person Or Organization:
The City of Kent, their Agents, Representatives, Employees and Subcontractors
Location Code: 120-PAC
lnformation to com ete this Schedu if not shown above will be shown in the Declarations
cG24 04 05 09 @ lnsurance Services Office, lnc., 2008 Page 1 ofl tr
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
DESTGNATED CONSTRUCTION PROJ ECT(S)
GENERAL AGGREGATE LIMIT
This endorsement modifies insurance provided under the following
COMMERCIAL GENERAL LIABILIry COVERAGE PART
SCHEDULE
Designated Gonstruction Project(s):
P/N 21-3001.1
2021 Asphalt Overlays
Location Code: 120-PAC
lnformation ired to com ete this Schedule if not shown willbe shown in the Declarations.
A. For all sums which the insured becomes legally
obligated to pay as damages caused by "occur-
renCes" under Section I - Coverage A, and for all
medical expenses caused by accidents under
Section I - Coverage C, which can be attributed
only to ongoing operations at a single designated
construction project shown in the Schedule
above:
1. A separate Designated Construction Project
General Aggregate Limit applies to each des-
ignated construction project, and that limit is
equal to the amount of the General Aggregate
Limit shown in the Declarations.
2. The Designated Construction Project General
Aggregate Limit is the most we will pay for the
sum of all damages under Coverage A, ex-
cept damages because of "bodily injury" or
"property damage" included in the "products-
completed operations hazard", and for medi-
cal expenses under Coverage C regardless of
the number of:
a. lnsureds;
b. Claims made or "suits" brought; or
c. Persons or organizations making claims or
bringing "suits".
3. Any payments made under Coverage A for
damages or under Coverage C for medical
expenses shall reduce the Designated Con-
struction Project General Aggregate Limit for
that designated construction project. Such
payments shall not reduce the General Ag-
gregate Limit shown in the Declarations nor
inatt tney reduce any other Designated Con-
struction Project General Aggregate Limit for
any other designated construction project
shown in the Schedule above.
4. The limits shown in the Declarations for Each
Occurrence, Damage To Premises Rented To
You and Medical Expense continue to apply.
However, instead of being subject to the
GeneralAggregate Limit shown in the Decla-
rations, such limits will be subject to the appli-
cable Designated Construction Project Gen-
eralAggregate Limit.
cG 25 03 05 09 @ lnsurance Services Office, lnc., 2008 Page 1 of2 tr
B. For all sums which the insured becomes legally
obligated to pay as damages caused by "occur-
rences" under Section I - Coverage A, and for all
medical expenses caused by accidents under
Section I - Coverage G, which cannot be at-
tributed only to ongoing operations at a single
designated construction project shown in the
Schedule above:
1. Any payments made under Coverage A for
damages or under Coverage C for medical
expenses shall reduce the amount available
under the General Aggregate Limit or the
Products-completed Operations Aggregate
Limit, whichever is applicable; and
2. Such payments shall not reduce any Desig-
nated Construction Project General Aggre-
gate Limit.
C. When coverage for liability arising out of the
"products-completed operations hazard" is pro--
viOeO, any payments for damages because of
"bodily injury" or "property damage" included in
the "products-completed operations hazard" will
reduce the Products-completed Operations Ag-
gregate Limit, and not reduce the General Ag-
gregate Limit nor the Designated Construction
Project General Aggregate Limit.
D. lf the applicable designated construction project
has been abandoned, delayed, or abandoned
and then restarted, or if the authorized contract-
ing parties deviate from plans, blueprints, de-
signs, specifications or timetables, the project will
still be deemed to be the same construction pro-
ject.
E. The provisions of Section lll - Limits Of lnsur-
ance not otherwise modified by this endorsement
shall continue to apply as stipulated.
Page2 oI 2 @ lnsurance Services Office, lnc., 2008 cG25 03 05 09
Policy Number TB2-C81-004095-1 1 0
lssued by Liberty Mutual Fire lnsurance Company
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
OTHER INSURANCE AMENDMENT -SCHEDULED ADDITIONAL INSURED
This endorsement modifies insurance provided under the following
COMMERCIAL GENERAL LIABILITY COVERAGE PART
P ROD UCTS/COM PLETED OP ERATION S LIABI LITY COVERAG E PART
LIQUOR LIABILITY COVERAGE PART
Schedule
Name of Person(s) or Organization(s):
The City of Kent, their Agents, Representatives, Employees and Subcontractors
Location Code: 120-PAC
lf you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any
otirer basis tor any person(s) or org6nization(s) shown in the Schedule of this endorsement that qualifies as an
additional insured on this Poiicy, this Policy will appty solely on the basis required by such written agreement and
paragraph 4. Other lnsurancsof Section lV - Conditions will not apply. Where the applicable written agreement
does-noi specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other lnsurance of
Section lV - Conditions will apply. However, this insurance is excess over any other insurance available to the
additional insured for which it is also covered as an additional insured for the same "occurrence", claim or "suit"'
O 2018 Liberty Mutual lnsurance
lncludes copyrighted material of lnsurance Services Office, lnc., with its permission.
LC 24 20 11 18 Page 1 of 1
Policy Number TB2-C81-004095-1 10
lssued by Liberty Mutual Fire lnsurance Company
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
NOTICE OF CANCELLATION TO THIRD PARTIES
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE PART
MOTOR CARRIER COVERAGE PART
GARAGE COVERAGE PART
TRUCKERS COVERAGE PART
EXCESS AUTOMOBILE LIABILITY INDEMNIry COVERAGE PART
SELF-INSURED TRUCKER EXCESS LIABILITY COVERAGE PART
COMMERCIAL GENERAL LIABILITY COVERAGE PART
EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART
PRODU CTS/COM PLETED OPE RATION S LIAB I LITY COVERAGE PART
LIQUOR LIABILITY COVERAGE PART
COMMERCIAL LIABILITY_ UMBRELLA COVERAGE FORM
Schedule
A. lf we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or
organizations shown in-the Sch-edule above. We will send notice to the email or mailing addres-s listed above
at-least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. ln no
event does the notice to the third party exceed the notice to the first named insured.
B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to
provide such advance notificaiion wif not extend the policy cancellation date nor negate cancellation of the
policy.
All other terms and conditions of this policy remain unchanged.
@ 2011 Liberty Mutual Group of Companies' All rights reserved.
lncludes copyrighted materialof lnsurance Services Office, lnc., with
its permission.
Name of Other Person(s) /
Orqanization(s):
EmailAddress or mailing address Number Days Notice:
City of Kent 400 West Gowe
Kent, WA. 98032
Location Code: 120-PAC
30
LtM 99 01 0511 Page 1 of 1
Policy Number: As2 -c8l- - 0 04 095 - L2 0
lssued By: l,iberty Mutual Fire Insurance Co.
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
NOTICE OF CANCELLATION TO THIRD PARTIES
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE PART
MOTOR CARRIER COVERAGE PART
GARAGE COVERAGE PART
TRUCKERS COVERAGE PART
EXCESS AUTOMOBILE LIABILITY INDEMNIry COVERAGE PART
SELF-INSURED TRUCKER EXCESS LIABILITY COVERAGE PART
COMMERCIAL GENERAL LIABILITY COVERAGE PART
EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART
PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART
LIQUOR LIABILITY COVERAGE PART
A. lf we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or
organizations shown in tne SifreOute above. We will send notice to the email or mailing address listed
above at least 10 days, or the number of days listed above, if any, before the cancellation becomes
effective. ln no evenfdoes the notice to the third party exceed the notice to the first named insured.
B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure
to provide such advance notification will not extend the policy cancellation date nor negate cancellation of
the policy.
All other terms and conditions of this policy remain unchanged.
@ 201'1, Liberty Mutual Group of Companies. All rights reserved.
lncludes copyrighted material of lnsurance Services Office, lnc.
with its permission.
Schedule
Nu
Days
Notice
Email Address or mailing
address:
Name of Other Person(s)/
Organization(s):
30400 West Gowe
Kent, WA 98032
City of Kent
Location Code: l-20-PAC
LrM 99 01 05 11 Page 1 of 1
POLICY NUMBER: AS2-C81 -004095-120 COMMERCIAL AUTO
cA04M1013
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
WAIVER OF TRANSFER OF RIGHTS OF RECOVERY
AGAINST OTHERS TO US (WAIVER OF SUBROGATION)
This endorsement modifies insurance provided under the following
AUTO DEALERS COVERAGE FORM
BUSINESS AUTO COVERAGE FORM
MOTOR CARRIER COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified
by the endorsement.
SCHEDULE
The Transfer Of Rights Of Recovery Against
Others To Us condition does not apply to the
person(s) or organization(s) shown in the Schedule,
but only to the extent that subrogation is waived prior
to the "accident" or the "loss" under a contract with
that person or organization.
City of Kent, their Agents, Representatives, Employees and
Premium: $ INCL
Location Code: 120-PAC
Name(s) Of Person(s) Or Organization(s):
Subcontractors
lnformation required to com this Schedule if not shown above,will be shown in the Declarations.
cA044r'.1013 @ lnsurance Services Office, lnc.,2011 Page 1 of 1
Policy Number: As2 -cg 1 - 0 0409s - t20
lssued by: t iberty Mutual Fire Insurance Co
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
DESIGNATED INSURED . NONGONTRIBUTING
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
GARAGE COVERAGE FORM
MOTOR CARRIERS COVERAGE FORM
TRUCKERS COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless
modified by this endorsement.
This endorsement identifies person(s) or organization(s) who are "insureds" under the Who ls An lnsured
Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage form.
Schedule
Name of Person(s) or Organizations(s):
The City of Kent, their Agents, Representatives, Employees and Subcontractors
Regarding Designated Gontract or Proiect:
P/N 2!- 3001.1
2021 Asphalt OverlaYs
Location Code: L20-PAC
Each person or organization shown in the Schedule of this endorsement is an "insured" for Liability Coverage, but
only to the extent that person or organization qualifies as an "insured" under the Who ls An lnsured Provision
contained in Section ll of the Coverage Form.
The following is added to the Other lnsurance Gondition:
lf you have agreed in a written agreement that this policy will be primary and without right of contribution
from any insurance in force for an Additional lnsured for liability arising out of your operations, and the
agreement was executed prior to the "bodily injury" or "property damage", then this insurance will be
primary and we will not seek contribution from such insurance.
@ 2010, Liberty Mutual Group of Companies. All rights reserved.
lncludes copyrighted material of lnsurance Services Office, lnc.,
with its permission.
AC 84 23 08 11 Page 1 of 1
POLICY NUMBER: AS2-CB1 -004095-1 20 COMMERCIAL AUTO
cA 20 48 {0 13
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
DESIGNATED INSURED FOR
COVERED AUTOS LIABILITY GOVERAGE
This endorsement modifies insurance provided under the following:
AUTO DEALERS COVERAGE FORM
BUSINESS AUTO COVERAGE FORM
MOTOR CARRIER COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless
modified by the endorsement.
This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage
under the Who ls An lnsured provision of the Coverage Form. This endorsement does not alter coverage
provided in the Coverage Form.
SCHEDULE
Each person or organization shown in the Schedule is
an "insured" for Covered Autos LiabilityCoverage, but
only to the extent that person or organization qualifies
as an "insured" under the Who ls An lnsured provision
contained in Paragraph A.1. of Section ll - Covered
Autos Liability Coverage in the Business Auto and
Motor Carrier Coverage Forms and Paragraph D.2. of
Section I - Covered Autos Coverages of the Auto
Dealers Coverage Form.
Name Of nizationOr
The City of Kent, their Agents, Representatives, Employees and
Subcontractors
Location Code: 120-PAC
lnformation req uired to complete this Schedule, if not shown above, will be shown in the Declarations.
cA 20 48 10 13 @ lnsurance Services Office, lnc.,2O11 Page 1 of I
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not
enforce our right against the person or organization named in the Schedule. (This agreement applies only to the
extent that you perfbrm work under a written contract that requires you to obtain this agreement from us.)
This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
Schedule
Any person or organization for which the employer has agreed by written contract, executed prior to loss, may
execute a waiver of subrogation. However, for purposes of work performed by the employer in Missouri, this waiver
of subrogation does not apply to any construction group of classifications as designated by the waiver of right to
recover from others (subrogation) rule in our manual.
All work associated with
The City of Kent, their Agents, Representatives, Employees and
Subcontractors
Location Code: 120-PAC
Premium is included in the applicable state blanket waiver's premium
charge.
lssued by Liberty lnsurance Corporation 21814
For attachment to Policy No. WA7-C8D-004095-020
lssued to CRH Americas, lnc.
wc 00 03 13
Ed.0410111984
EffectiveDate 0512012021 Premium $
Endorsement No
O 1983 National Council on Compensation lnsurance.Page 1 of 1
NOTICE OF CANCELLATION TO THIRD PARTIES
A. lf we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or
organizations shown ini6e ScheOule below. We will send notice to the email or mailing address listed below at
leJst 10 days, orthe numberof days listed below, if any, before cancellation becomes effective. ln no event
does the notice to the third party exceed the notice to the first named insured.
B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to
provide such advance notificaiion will not extend the policy cancellation date nor negate cancellation of the
policy.
Schedule
Name of Other Person(s) /
Organization(s):
City of Kent
EmailAddress or mailing address: Number Days Notice:
Location Code: 120-PAC
All other terms and conditions of this policy remain unchanged
lssued by Liberty lnsurance Corporation 21814
For attachment to Policy No. WA7-C8D-004095-020
lssued to CRH Americas, lnc.
wc 99 20 75
Ed.1210112016
400 West Gowe
Kent, WA 98032
EffectiveDate 0512012021
30
Premium $
Endorsement No
@ 2016 Liberty Mutual lnsurance Page 1 of 1
2021 Asphalt Overlays/Smith May 6, 2021
Project Number: 21-3001.1
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 .............................................. 1-24
1-10 Temporary Traffic Control ................................................ 1-26
DIVISION 2 EARTHWORK .......................................................... 2-1
2-02 Removal of Structures and Obstructions ............................. 2-1
2-03 Roadway Excavation and Embankment .............................. 2-4
2-06 Subgrade Preparation ...................................................... 2-4
2-07 Watering ....................................................................... 2-5
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
5-03 Crack and Joint Sealing ................................................... 5-2
5-04 Hot Mix Asphalt .............................................................. 5-3
DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY
SEWERS, WATER MAINS, AND CONDUITS .............. 7-1
7-04 Storm Sewers ................................................................ 7-1
7-05 Manholes, Inlets, Catch Basins, and Drywells ...................... 7-2
7-08 General Pipe Installation Requirements .............................. 7-7
7-12 Valves for Water Mains .................................................... 7-11
7-15 Service Connections ........................................................ 7-13
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 .......................................................... 8-11
8-04 Curbs, Gutters, and Spillways ........................................... 8-12
8-06 Cement Concrete Driveway Entrances ................................ 8-13
8-09 Raised Pavement Markers ................................................ 8-13
8-10 Guide Posts .................................................................... 8-15
2021 Asphalt Overlays/Smith May 6, 2021
Project Number: 21-3001.1
KENT SPECIAL PROVISIONS
TABLE OF CONTENTS
PAGE
DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1
8-13 Monument Cases ............................................................ 8-16
8-14 Cement Concrete Sidewalks ............................................. 8-17
8-18 Mailbox Support ............................................................. 8-19
8-20 Illumination, Traffic Signal Systems, Intelligent
Transportation Systems, and Electrical ............................... 8-20
8-21 Permanent Signing .......................................................... 8-24
8-22 Pavement Marking .......................................................... 8-25
8-23 Temporary Pavement Markings ......................................... 8-31
DIVISION 9 MATERIALS ............................................................ 9-1
9-03 Aggregates .................................................................... 9-1
9-13 Riprap, Quarry Spalls, Slope Protection, and Rock for
Erosion and Scour Protection and Rock Walls ...................... 9-3
9-14 Erosion Control and Roadside Planting ............................... 9-3
9-28 Signing Materials and Fabrication ...................................... 9-6
9-29 Illumination, Signal, Electrical ........................................... 9-8
KENT STANDARD PLANS ................................................................. A-1
WSDOT STANDARD PLANS .............................................................. A-2
TRAFFIC CONTROL PLANS .............................................................. A-3
PREVAILING WAGE RATES .............................................................. A-4
2021 Asphalt Overlays/Smith 1 - 1 May 6, 2021
Project Number: 21-3001.1
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
2021 Asphalt Overlays/Smith 1 - 2 May 6, 2021
Project Number: 21-3001.1
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
2021 Asphalt Overlays/Smith 1 - 3 May 6, 2021
Project Number: 21-3001.1
contract to the next lowest bidder that the City, in its sole judgment,
determines is also responsible and able to perform the contract work
(the “lowest responsive and responsible bidder”).
SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.2 Plans and Specifications
Upon awarding the Contract, the City shall supply to the Contractor, for
its own use, up to ten (10) copies of the plans and specifications. If the
Contractor requests more than ten (10) copies, the City may require
the Contractor to purchase the additional sets.
SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.5 Proposal Forms
Prospective bidders may obtain Bid Documents including a “Bid
Proposal” for the advertised project by downloading at no charge at
KentWA.gov/doing-business/bids-procurement; however, a prospective
bidder remains responsible to obtain Bid Documents, even if unable to
download all or any part of the documents, whether or not inability to
access is caused by the bidder’s or the City’s technology.
SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-02.6 Preparation of Proposal
It is the Bidder’s sole responsibility to obtain and incorporate all issued
addenda into the bid. In the space provided on the Proposal Signature
Page, the Bidder shall confirm that all Addenda have been received. All
blanks in the proposal forms must be appropriately filled in.
SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE
LAST PARAGRAPH:
Proposals must contain original signature pages. FACSIMILES OR
OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE
AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS.
SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.7 Bid Deposit
A deposit of at least 5 percent of the total Bid shall accompany each
Bid. This deposit may be cash, cashier’s check, or a proposal bond
(Surety bond). Any proposal bond shall be on the City’s bond form and
shall be signed by the Bidder and the Surety. A proposal bond shall not
be conditioned in any way to modify the minimum 5-percent required.
The Surety shall: (1) be registered with the Washington State
Insurance Commissioner, and (2) appear on the current Authorized
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Project Number: 21-3001.1
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
Bid Proposal if the Contracting Agency receives it before the time for
opening Bids.
SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.11 Combination and Multiple Proposals
No person, firm or corporation shall be allowed to make, file, or be
interested in more than one bid for the same work unless alternate bids
are specifically called for; however, a person, firm, or corporation that
has submitted a subproposal to a bidder, or that has quoted prices of
materials to a bidder is not disqualified from submitting a subproposal
or quoting prices to other bidders or from making a prime proposal.
SECTION 1-02.12 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: 21-3001.1
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
1-04.1 Intent of the Contract
SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-04.1(2) Bid Items Not Included in the Proposal
The Contractor shall include all costs of doing the work within the bid
item prices. If the contract plans, contract provisions, addenda, or any
other part of the contract require work that has no bid item price in the
proposal form, the entire cost of labor and materials required to
perform that work shall be incidental and included with the bid item
prices in the contract.
SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, “KENT SPECIAL
PROVISIONS, KENT STANDARD PLANS” FOLLOWING THE WORDS,
“CONTRACT PROVISIONS” IN THE FIRST SENTENCE OF THE FIRST
PARAGRAPH.
SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE
SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS:
1-04.2 Coordination of Contract Documents, Plans, Special Provisions,
Specifications, and Addenda
1. Approved Change Orders
2. The Contract Agreement
3. Kent Special Provisions
4. Contract Plans
5. Amendments to WSDOT Standard Specifications
6. WSDOT Standard Specifications
7. Kent Standard Plans
8. WSDOT Standard Plans
SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH
(INCLUDING SUBPARAGRAPHS A AND B).
1-04.4 Changes
SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND
REPLACING IT WITH THE FOLLOWING:
For Item 2, increases or decreases in quantity for any bid item shall be
paid at the appropriate bid item contract price, including any bid item
increase or decrease by more than 25 percent from the original planned
quantity.
SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT
TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING:
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Project Number: 21-3001.1
Within 14 calendar days of delivery of the change order the Contractor
shall endorse and return the change order, request an extension of time
for endorsement or respond in accordance with Section 1-04.5. The
Contracting Agency may unilaterally process the change order if the
Contractor fails to comply with these requirements. Changes normally
noted on field stakes or variations from estimated quantities, will not
require a written change order. These changes shall be made at the
unit prices that apply. The Contractor shall respond immediately to
changes shown on field stakes without waiting for further notice.
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.
1-05.4 Conformity With and Deviations From Plans and Stakes
SECTION 1-05.4 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH
AFTER PARAGRAPH 7:
To the extent a conflict exists between the requirements of WSDOT
Section 1-05.4 and Kent Special Provision Section 1-05.8, the
requirements of KSP Section 1-05.8 will prevail.
SECTION 1-05.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-05.7 Removal of Defective and Unauthorized Work
If the Contractor fails to remedy defective or unauthorized work within
the time specified by the Engineer, or fails to perform any part of the
work required by the contract, the Engineer may provide the Contractor
written notice establishing a date after which the City will correct and
remedy that work by any means that the Engineer may deem
necessary, including the use of City forces or other contractors.
If the Engineer determines that the Contractor’s failure to promptly
correct any defective or any unauthorized work creates a situation that
could be potentially unsafe or might cause serious risk of loss or
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Project Number: 21-3001.1
damage to the public, the Engineer may have the defective and
unauthorized work corrected immediately, have the rejected work
removed and replaced, or have the work the Contractor refuses to
perform completed by using City or other forces.
Direct and indirect costs incurred by the City attributable to correcting
and remedying defective or unauthorized work, or work the Contractor
failed or refused to perform, shall be paid by the Contractor. Payment
may be deducted by the Engineer from monies due, or to become due,
the Contractor. Direct and indirect costs shall include, without
limitation, compensation for additional professional services required,
compensation and engineering and inspection services required, and
costs for repair and replacement of work of others destroyed or
damaged by correction, removal, or replacement of the Contractor’s
unauthorized work.
No increase in contract time or compensation will be allowed because of
the delay in the performance of the work attributable to the exercise of
the City’s rights provided by this section nor shall the exercise of this
right diminish the City’s right to pursue any other remedy available
under law with respect to the Contractor’s failure to perform the work
as required.
DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION:
1-05.8 Contractor Survey
1-05.8(1) General
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 BY ADDING THE FOLLOWING NEW
SUBSECTION:
1-05.9 Equipment
1-05.9(1) Operational Testing
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Project Number: 21-3001.1
It is the intent of the City to have at the Physical Completion Date a
complete and operable system. Therefore when the work involves the
installation of machinery or other mechanical equipment, street
lighting, electrical distribution of signal systems, building or other
similar work, it may be desirable for the Engineer to have the
Contractor operate and test the work for a period of time after final
inspection but prior to the Physical Completion Date.
Whenever items of work are listed in the contract provisions for
operational testing they shall be fully tested under operating conditions
for the time period specified to ensure their acceptability prior to the
Physical Completion Date. In the event the contract does not specify
testing time periods, the default testing time period shall be twenty-one
(21) calendar days.
During and following the test period, the Contractor shall correct any
items of workmanship, materials, or equipment that prove faulty or that
are not in first class operating condition. Equipment, electrical controls,
meters, or other devices and equipment to be tested during this period
shall be tested under the observation of the Engineer, so that the
Engineer may determine their suitability for the purpose for which they
were installed. The Physical Completion Date cannot be established
until testing and corrections have been completed to the satisfaction of
the Engineer.
The costs for power, gas, labor, material, supplies, and everything else
needed to successfully complete operational testing shall be included in
the various contract bid item prices unless specifically set forth
otherwise in the contract.
Operational and test periods, when required by the Engineer, shall not
affect a manufacturer’s guaranties or warranties furnished under the
terms of the Contract.
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.
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SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE FIRST PARAGRAPH:
1-05.13 Superintendents, Labor, and Equipment of Contractor
Within ten (10) days of contract award, the Contractor shall designate
the Contractor's project manager and superintendent for the contract
work.
SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2020 WSDOT
STANDARD SPECIFICATIONS):
If at any time during the contract work, the Contractor elects to replace
the contract manager or superintendent, the Contractor shall only do so
after obtaining the Engineer's prior written approval.
THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE
FOLLOWING:
Whenever the City evaluates the Contractor’s qualifications or
prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City
may take these or other Contractor performance reports into account.
SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-05.14 Cooperation With Other Contractors
PSE (Gas) will be responsible for adjusting all gas valves within the
project areas. The contractor shall coordinate with PSE during
construction.
Contractor shall coordinate with PSE on PSE Gas construction projects
near 25642 Lake Fenwick Rd, Kent and 26510 Woodland Way S, Kent.
Contractor shall coordinate with King County Wastewater Treatment
Division for adjusting King County manhole lids to grade.
Contractor shall coordinate with City’s Contractor for the Lake Fenwick
Aerator Improvements project.
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.
Private development may be occurring on and adjacent to 94th
Ave S. The Contractor shall coordinate activities with the City
Construction Management division.
SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
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Project Number: 21-3001.1
1-05.16 Water and Power
The Contractor shall make necessary arrangements, and shall bear the
costs for power and water necessary for the performance of the work,
unless the Contract includes power or water as bid items, or unless
otherwise provided for in other bid items.
1-05.17 Oral Agreements
No oral agreement or conversation with any officer, agent, or employee
of the City, either before or after execution of the contract, shall affect
or modify the terms or obligations contained in any of the documents
comprising the contract. Such oral agreement or conversation shall be
considered unofficial information and in no way binding upon the City,
unless subsequently recorded and/or put in writing and signed by an
authorized agent of the City.
1-06 CONTROL OF MATERIAL
1-06.2 Acceptance of Materials
SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY.
1-06.2(2) Statistical Evaluation of Materials for Acceptance
SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-06.7 Submittals
1-06.7(1) Submittal Procedures
All information submitted by the Contractor shall be clear, sharp, high
contrast copies. Contractor shall accompany each submittal with a letter
of transmittal containing the following information:
1. Contractor’s name and the name of Subcontractor or supplier who
prepared the submittal.
2. The project name and identifying number.
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
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Project Number: 21-3001.1
be modified, deducted, or added to by the City. The schedule shall be
available at the preconstruction conference (see 1-08.0 of the Kent
Special Provisions). The schedule of submittals must be accepted prior
to the City making the first progress payment. The schedule shall
identify the items that will be included in each submittal by listing the
item or group of items and the Specification Section and paragraph
number and bid item under which they are specified. The schedule shall
indicate whether the submittal is required for product review of
proposed equivalents, shop drawings, product data or samples or
required for product information only.
The Contractor shall allow a minimum of 21 days for the Engineer’s
review of each submittal or resubmittal. All submittals shall be in
accordance with the approved schedule of submittals. Submittals shall
be made early enough to allow adequate time for manufacturing,
delivery, labor issues, additional review due to inadequate or
incomplete submittals, and any other reasonably foreseeable delay.
1-06.7(3) Shop Drawings, Product Data, and Samples
The Contractor shall submit the following for the Engineer’s review:
1. Shop Drawings: Submit an electronic copy or three paper copies.
Submittals will be marked, stamped and returned to the
Contractor. The Contractor shall make and distribute any required
copies for its superintendent, subcontractors and suppliers.
2. Product Data: Submit an electronic copy or three paper copies.
Submittals will be marked, stamped and returned to the
Contractor. The Contractor shall make and distribute any required
copies for its superintendent, subcontractors and suppliers.
3. Samples: Submit three labeled samples or three sets of samples
of manufacturer’s full range of colors and finishes unless otherwise
directed. One approved sample will be returned to the Contractor.
Content of submittals:
1. Each submittal shall include all of the items required for a
complete assembly or system.
2. Submittals shall contain all of the physical, technical and
performance data required to demonstrate conclusively that the
items comply with the requirements of the Contract.
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.
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Project Number: 21-3001.1
The City encourages a creative approach to complete a timely,
economical, and quality project. Submittals that contain deviations from
the requirements of the Contract shall be accompanied by a separate
letter explaining the deviations. The Contractor’s letter shall:
1. Cite the specific Contract requirement including the Specification
Section bid item number and paragraph number for which approval
of a deviation is sought.
2. Describe the proposed alternate material, item or construction,
explain its advantages, and explain how the proposed alternate
meets or exceeds the Contract requirements.
3. State the reduction in Contract Price, if any, which is offered to the
City.
The Engineer retains the exclusive right, at his or her sole discretion, to
accept or reject any proposed deviation with or without cause.
The Engineer will stamp and mark each submittal prior to returning it to
the Contractor. The stamps will indicate one of the following:
1. “APPROVED AS SUBMITTED” – Accepted subject to its compatibility
with the work not covered in this submission. This response does
not constitute approval or deletion of specified or required items
not shown in the partial submission.
2. “APPROVED AS NOTED” – Accepted subject to minor corrections
that shall be made by the Contractor and subject to its
compatibility with the work not covered in this submission. This
response does not constitute approval or deletion of specified or
required items not shown in the partial submission. No
resubmission is required.
3. “AMEND AND RESUBMIT” – Rejected because of major
inconsistencies, errors or insufficient information that shall be
resolved or corrected by the Contractor prior to subsequent re-
submittal. An amended resubmission is required.
Re-submittals that contain changes that were not requested by the
Engineer on the previous submittal shall note all changes and be
accompanied by a letter explaining the changes.
1-06.7(4) Proposed Equivalents
The Engineer retains the exclusive right, at his or her sole discretion, to
accept or reject any proposed equivalent with or without cause.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.2 State Taxes
SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
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Project Number: 21-3001.1
1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax
Without waiving the Contractor’s obligation to understand and apply
these tax rules correctly, the City has indicated those parts of the
project that are subject to use tax under Section 1-07.2(1) in the
proposal bid items.
SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax
Without waiving the Contractor’s obligation to understand and apply
these tax rules correctly, the City has indicated those parts of the
project that are subject to retail sales tax under Section 1-07.2(2) in
the proposal bid items.
SECTION 1-07.4(2) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.4(2) COVID-19 Job Site Requirements
Before commencing any work on the Project site, the Contractor shall
develop and post at each job site a comprehensive COVID-19 exposure
control, mitigation, and recovery plan that complies with the Phase 1
Construction Restart COVID-19 Job Site Requirements issued by the
Governor, or subsequent modifications or phase amendments as the
Governor may issue. Contractor must further meet and maintain all
requirements of the plan, including providing materials, schedules, and
equipment required to comply with those job site requirements or any
future adjustments that may be made to job site requirements by the
Governor or any applicable federal or state agency during the COVID-
19 emergency.
A copy of the COVID-19 job site safety plan, along with the
identification and contact information for the COVID-19 Supervisor,
shall be provided to the Engineer.
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.
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Project Number: 21-3001.1
The Contractor shall promptly notify the City in writing of any variance
in the contract work arising from the issuance of any permit.
1-07.9 Wages
SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPH AFTER THE SIXTH PARAGRAPH:
1-07.9(1) General
To the extent allowed by law, the wage rates that will be in effect
during the entire contract work period are those in effect on the day of
bid opening, unless the City does not award the Contract within six
months of the bid opening.
SECTION 1-07.9(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
FOLLOWING:
1-07.9(3) Apprentices
All contracts with an estimated construction cost greater than
$1,000,000 (one million dollars) shall require that no less than 15
percent of the labor hours performed by workers subject to prevailing
wages employed by the contractor or its subcontractors be performed
by apprentices enrolled in a state-approved apprenticeship program.
Definitions
For the purposes of this specification, the following definitions apply:
1. Apprentice Utilization Requirement is expressed as a percentage of
the project Labor Hours performed by Apprentices.
2. Labor Hours are the total hours performed by all workers receiving
an hourly wage who are directly employed on the project site
including hours performed by workers employed by the prime
Contractor and all Subcontractors. Labor Hours do not include
hours performed by foremen, superintendents, owners, and
workers who are not subject to prevailing wage requirements.
3. Apprentice is a person enrolled in a State-approved Apprenticeship
Training Program.
4. State-approved Apprenticeship Training Program is an
apprenticeship training program approved by the Washington
State Apprenticeship Council.
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
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Project Number: 21-3001.1
intent is to provide the City with enough information to track progress
in meeting the utilization requirements.
Reporting
The Contractor shall submit a “Monthly Apprentice Reporting Form” on
a monthly basis. The report shall be submitted to the City by the last
working day of the subsequent month, until the Physical Completion
Date. The date reported shall be cumulative to date and consolidated to
include the Contractor and all Subcontractors. At the Contractor’s
request, the Engineer may suspend this reporting requirement during
periods of minimal or no applicable work activities on the project. The
Contractor shall submit documentation of their Good Faith Effort if: (1)
they are unable to provide a plan demonstrating how they intend to
meet the Apprentice Utilization Requirement; or (2) the project has
been completed without meeting the Apprentice Utilization
Requirement.
Contacts
The Contractor may obtain information on State-approved
Apprenticeship Training Programs by contacting the Department of
Labor and Industries at: Specialty Compliance Services Division,
Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530 or
by phone at (360) 902-5320.
Compliance
In the event that the Contractor is unable to accomplish the Apprentice
Utilization Requirement, the Contractor shall demonstrate that a Good
Faith Effort has been made as described within this specification. Failure
to comply with the requirements as specified is subject to penalties for
noncompliance as set forth in KCC 6.01.030(E).
Good Faith Efforts
In fulfilling the Good Faith Effort, the Contractor shall perform and,
when appropriate, require its Subcontractors to perform the following
steps:
1. Solicit Apprentice(s) from State-approved Apprenticeship Training
Program(s).
2. Document the solicitation and, in the event Apprentice(s) are not
available, obtain supporting documentation from the solicited
program(s).
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:
2021 Asphalt Overlays/Smith 1 - 17 May 6, 2021
Project Number: 21-3001.1
5. Submit documentation demonstrating successful Apprentice
utilization on previous contracts.
6. Submit documentation indicating company-wide Apprentice
utilization efforts and percentages of attainment.
Payment
Compensation for all costs involved with complying with the conditions
of this specification is included in payment for the associated Contract
items of work.
1-07.13 Contractor’s Responsibility for Work
SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF
THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH.
1-07.13(4) Repair of Damage
SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING TO THE
BEGINNING OF THAT SECTION:
1-07.14 Responsibility for Damage
To the extent a conflict exists between the terms of this Section
1-07.14 and Section 5 of the Contract, the terms of the Contract will
control. Any reference to the State, Governor, Commission, Secretary,
or all officers and employees of the State also will include the City, its
officers and employees.
1-07.15 Temporary Water Pollution Prevention
SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH
AFTER THE LAST PARAGRAPH:
1-07.15(1) Spill Prevention, Control, and Countermeasures Plan
When the proposal form includes multiple bid schedules and the “SPCC
Plan” bid item is present in only one bid schedule, the lump sum
payment item for the “SPCC Plan” in that one schedule will apply to all
bid schedules for all costs associated with creating and updating the
accepted SPCC Plan, and all costs associated with the setup of
prevention measures and for implementing the current SPCC Plan as
required by this Specifications.
SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO
THE END OF THE SECOND PARAGRAPH:
1-07.17 Utilities and Similar Facilities
If a utility is known to have or suspected of having underground
facilities within the area of the proposed excavation and that utility is
not a subscriber to the utilities underground location center, the
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Project Number: 21-3001.1
Contractor shall give individual notice to that utility within the same
time frame prescribed in RCW 19.122.030 for subscriber utilities.
SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-07.17(3) Utility Markings
Once underground utilities are marked by the utility owner or its agent,
and/or once new underground facilities have been installed by the
Contractor, the Contractor/excavator is responsible to determine the
precise location of underground facilities that may conflict with other
underground construction. The Contractor shall maintain the marks or a
record of the location of buried facilities for the duration of time needed
to avoid future damage until installation of all planned improvements at
that location is complete.
1-07.17(4) Payment
All costs to comply with subsection 1-07.17(3) and for the protection
and repair of all identified or suspected underground utilities specified
in RCW 19.122 are incidental to the contract and are the responsibility
of the Contractor/excavator. The Contractor shall include all related
costs in the unit bid prices of the contract. No additional time or
monetary compensation shall be made for delays caused by utility re-
marking or repair of damaged utilities due to the Contractor’s failure to
maintain marks or to locate utilities in accordance with this section.
1-07.17(5) Notification of Excavation
Within ten business days but not less than two business days prior to
the commencement of excavation, the Contractor shall provide written
notice (or other form of notice acceptable to the Engineer) to all owners
of underground facilities, whether public or private, that excavation will
occur, and when excavation will occur.
1-07.17(6) Site Inspection
Contractor warrants and represents that it has personally, or through
its employees, agents and/or subcontractors, examined all property
affected by this project and that it is knowledgeable of specific locations
for water, gas, telephone, electric power and combined sewerage
utilities within those areas.
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
2021 Asphalt Overlays/Smith 1 - 19 May 6, 2021
Project Number: 21-3001.1
Puget Sound Energy Gas & Power
Patty Miller
206-305-7950 (cell)
patty.miller@pse.com
Puget Sound Energy
PI Inspector
Mike Sullivan
206-571-2771
michael.sullivan@pse.com
Verizon
Scott Christenson
425-636-6046
425-471-1079 (cell)
Metro Transit
DART Dispatch
dispatch@hopelink.org
Metro Transit
Construction Information
Center
206-477-1140
construction.coord@kingcounty.gov
Metro Transit
Hopelink
Dan Walker
dwalker@hopelink.org
King County Wastewater Division
Local Public Agency (LPA) Program
206-255-6047
LPA.team@kingcounty.gov
King County Wastewater
Division
LPA Inspector
Steve Foss
206-255-6047
Steve.Foss@kingcounty.gov
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
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.
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Project Number: 21-3001.1
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. All Contract construction activities within 1,000 feet of schools
shall be completed between June 25, 2021 (last day of school) and
August 26, 2021 (first day of school).
Locations:
Martin Sortun Elementary on S 248th St
Panther Lake Elementary
Scenic Hill Elementary
Meadow Ridge
Springbrook Elementary
SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.24 Rights of Way
Street right of way lines, limits of easements and limits of construction
are indicated or defined on the plans. The Contractor's construction
activities shall be confined within these limits, unless arrangements for
use of private property are made.
It is anticipated that the City will have obtained all right of way,
easements or right of entry agreements prior to the start of
construction. Locations where these rights have not been obtained will
be brought to the Contractor's attention prior to start of construction.
The Contractor shall not proceed with any portion of the work in areas
where right of way, easements or rights of entry have not been
acquired until the Engineer certifies to the Contractor that the right of
way or easement is available or that the right of entry has been
received.
SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.26 Personal Liability of Public Officers
Neither the City, the Engineer, nor any other official, officer or
employee of the City shall be personally liable for any acts or failure to
act in connection with the contract, it being understood that, in these
matters, they are acting solely as agents of the City.
1-08 PROSECUTION AND PROGRESS
2021 Asphalt Overlays/Smith 1 - 21 May 6, 2021
Project Number: 21-3001.1
SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-08.0 Preconstruction and Preconstruction Conference
The Engineer will furnish the Contractor with up to ten (10) copies of
the plans and specifications. Additional documents may be purchased
from the City at the price specified by the City or in the Invitation to
Bid. Prior to undertaking each part of the work, the Contractor shall
carefully study and compare the Contract and check and verify all
pertinent figures shown and all applicable field measurements. The
Contractor shall promptly report in writing to the Engineer any conflict,
error or discrepancy that the Contractor discovers.
After the Contract has been executed, but prior to the Contractor
beginning the work, a preconstruction conference will be held with the
Contractor, the Engineer and any other interested parties that the City
determines to invite. The purpose of the preconstruction conference will
be:
1. To review the initial progress schedule.
2. To establish a working understanding among the various parties
associated or affected by the work.
3. To establish and review procedures for progress payment,
notifications, approvals, submittals, etc.
4. To verify normal working hours for the work.
5. To review safety standards and traffic control.
6. To discuss any other related items that may be pertinent to the
work.
The Contractor shall prepare and submit for approval, at or prior to the
preconstruction conference the following:
1. A price breakdown of all lump sum items.
2. A preliminary construction schedule.
3. A list of material sources for approval, if applicable.
4. Schedule of submittals. (See 1-06.6(2))
5. Temporary Erosion/Sedimentation Control Plan (TESCP) for
approval.
6. Traffic Control Plan (TCP) for approval.
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
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Project Number: 21-3001.1
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, and with the exception of the
project areas listed in the next paragraph, 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.
The Contract work on SE 208th Street and 84th Ave S shall be
performed as night work between 9:00 p.m. and 6:00 a.m.
Monday through Thursday.
There shall be no traffic control lane restrictions on SE 208th
Street and 84th Ave S between 6:00 a.m. and 9:00 p.m.
If a Contractor desires to perform work on holidays, Saturdays,
Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the
Contractor shall apply in writing to the Engineer for permission to work
those times. The Contractor shall notify the Engineer at least 48 hours
in advance (72 hours in advance for weekend work) so that the
Inspector's time may be scheduled. Permission to work longer than an
8-hour period between 7:00 a.m. and 6:00 p.m. is not required.
Permission to work between the hours of 10:00 p.m. and 7:00 a.m.
during weekdays and between the hours of 10:00 p.m. and 9:00 a.m.
on weekends or holidays may also be subject to noise control
requirements. Approval to continue work during these hours may be
revoked at any time the Contractor exceeds the City’s noise control
regulations or the city receives complaints from the public or adjoining
property owners regarding noise from the Contractor’s operations. The
Contractor shall have no claim for damages or delays should this
permission be revoked for these reasons.
The Engineer may grant permission to work Saturdays, Sundays,
holidays or other than the agreed upon normal straight time working
hours, but may be subject to other conditions established by the City or
Engineer. These conditions may include, but are not limited to the
following: hours worked by City employees; impacts to the construction
schedule; or accommodations to adjoining properties affected by the
contract work.
2021 Asphalt Overlays/Smith 1 - 23 May 6, 2021
Project Number: 21-3001.1
1-08.4(A) Reimbursement for Overtime Work of City Employees
Following is a non-exclusive list of work that may require Contractor
reimbursement for overtime of City employees. The City will bill the
Contractor at the OVERTIME RATE in order for locate crews to
complete other work. If the locate request is for nights, weekend,
holidays or at other times when locate crews are not normally working,
all locate work and expenses, including travel, minimum call out times,
and/or Holiday premiums will be borne by the Contractor.
1. Locate work required to re-establish marks for City-owned
underground facilities that were not maintained or recorded by the
Contractor in accordance with RCW 19.122.030.
2. Work required by City personnel or independent testing
laboratories to re-test project materials, utility pressure or vacuum
tests, camera surveys or water purity tests as the result of initial
test failure on the part of the Contractor.
1-08.4(B) General
The City allocates its resources to a contract based on the total time
allowed in the contract. The City will accept a progress schedule
indicating an early physical completion date but cannot guarantee the
City resources will be available to meet the accelerated schedule. No
additional compensation will be allowed if the Contractor is not able to
meet its accelerated schedule due to the unavailability of City resources
or for other reasons beyond the City's control.
Unless previously approved by the Engineer, the original and all
supplemental progress schedules shall not conflict with any time and
order-of-work requirements in the contract.
If the Engineer deems that the original or any necessary supplemental
progress schedule does not provide adequate information, the City may
withhold progress payments until a schedule containing needed
information has been submitted by the Contractor and approved by the
Engineer.
The Engineer's acceptance of any schedule shall not transfer any of the
Contractor's responsibilities to the City. The Contractor alone shall
remain responsible for adjusting forces, equipment, and work schedules
to ensure completion of the work within the times specified in the
contract.
SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-08.5 Time for Completion
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Project Number: 21-3001.1
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.
1-09 MEASUREMENT AND PAYMENT
1-09.9 Payments
SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
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Project Number: 21-3001.1
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.
SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-09.13 Final Decision and Appeal
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Project Number: 21-3001.1
All disputes arising under this contract shall proceed pursuant to
Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and
any Kent Special Provisions provided for in the contract for claims and
resolution of disputes. The provisions of these sections and the Kent
Special Provisions must be complied with as a condition precedent to
the Contractor’s right to seek an appeal of the City’s decision. The City’s
decision under Section 1-09.11 will be final and conclusive. Thereafter,
the exclusive means of Contractor’s right to appeal shall only be by
filing suit exclusively under the venue, rules and jurisdiction of the
Superior Court of King County, located in Kent, Washington, unless the
parties agree in writing to an alternative dispute resolution process.
1-10 TEMPORARY TRAFFIC CONTROL
1-10.2 Traffic Control Management
SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-10.2(1) General
The TCS shall be certified as a work site traffic control supervisor by
one of the following:
Evergreen Safety Council
401 Pontius Avenue North
Seattle, WA 98109
1-800-521-0778 or 206-382-4090
The Northwest Laborers-Employers Training Trust
27055 Ohio Avenue
Kingston, WA 98346
360-297-3035
The American Traffic Safety Services Association
15 Riverside Parkway, Suite 100
Fredericksburg, VA 22406-1022
Training Dept. Toll Free (877) 642-4637 or (540) 368-1701
1-10.3 Traffic Control Labor, Procedures, and Devices
1-10.3(3) Traffic Control Devices
SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-10.3(3)L Temporary Traffic Control Devices
When the bid proposal includes an item for “Temporary Traffic Control
Devices,” the work required for this item shall be furnishing barricades,
flashers, cones, traffic safety drums, pilot vehicles, temporary ADA
compliant ramps, all traffic control devices shown in the traffic control
plans, and other temporary traffic control devices, unless the contract
2021 Asphalt Overlays/Smith 1 - 27 May 6, 2021
Project Number: 21-3001.1
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 unit contract price for “Piloted Traffic Control” per hour shall be full
pay for all costs for the labor provided for operating a pilot vehicle
during one-way piloted traffic control. The hours eligible for “Piloted
Traffic Control” shall be limited to the hours the worker is actually
operating a pilot vehicle during one-way piloted traffic control 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 bid price per hour for “Uniformed Off-Duty Police Officer” will
be complete compensation for the utilization of a uniformed off-duty
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Project Number: 21-3001.1
Police Officer for traffic control purposes. This bid item includes all the
equipment, and vehicle needed for the police officer to perform his
duties. Cost is per hour for each hour an Officer is on the project with a
minimum call-out time of three hours. The Contracting Agency (City of
Kent) has set the unit price for “Uniformed Off-Duty Police Officer” at
eighty dollars ($80.00) per hour minimum. Should the Contractor
determine that the cost for this work is greater than the minimum price
shown in the bid form, the Contractor may bid a higher price. Should
the Contractor write in a unit price less than the minimum price shown
in the bid form, the minimum unit price shown in the bid form shall
govern and become part of the bid. No adjustment will be made for
overtime hours or holidays.
The lump sum contract price for “Temporary Traffic Control Devices”
shall be full pay for providing the work described in Section 1-10.3(3)L
of the Kent Special Provisions. Progress payment for the lump sum item
“Temporary Traffic Control Devices” will be made as follows:
1. When the initial temporary traffic control devices are set up, 50
percent of the amount bid for the item will be paid.
2. Payment for the remaining 50 percent of the amount bid for the
item will be paid on a prorated basis in accordance with the total
job progress as determined by progress payments.
The unit contract price for “Portable Changeable Message Sign (PCMS)”
per day shall be full pay for all costs for furnishing, transporting, initial
installation within the project limits, maintaining and removing the
PCMS, and associated work described in Section 1-10.3(3)C of the
WSDOT Standard Specifications. Relocation of the PCMS within the
project limits will be paid under the item “Traffic Control Labor.”
The unit contract price for “Sequential Arrow Sign (SAS)” per day shall
be full pay for all costs for providing, maintaining and removing the
SAS, and associated work and maintenance described in Section
1-10.3(3)B of the WSDOT Standard Specifications. The operator of this
device will be paid under the item “Traffic Control Labor.”
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
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Project Number: 21-3001.1
consists of two or more sections, the limits will apply to each
section individually.
2. A detour provided in the plans or approved by the City’s Traffic
Control Supervisor for by-passing all or any portion of the
construction, irrespective of whether or not the termini of the
detour are within the limits of the Contract.
No payment will be made to the Contractor for traffic control items
required in connection with the movement of equipment or the hauling
of materials outside of the limits of 1 and 2 above, or for temporary
road closures subject to the provisions of Section 1-07.23(1) of the
WSDOT Standard Specifications.
2021 Asphalt Overlays/Smith 2 - 1 May 6, 2021
Project Number: 21-3001.1
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:
2021 Asphalt Overlays/Smith 2 - 2 May 6, 2021
Project Number: 21-3001.1
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 SY x 6 = 133 SY No other compensation shall be allowed.
The unit contract price per square yard for “Remove Existing Cement
Concrete Pavement” constitutes complete compensation for all labor,
materials, tools, supplies and equipment required to remove existing
concrete pavement from roads for a depth of 6 inches. Included in this
price is the cost of hauling and disposal of the concrete 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
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Project Number: 21-3001.1
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 SY x 6 = 133 SY 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
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
Traffic 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 traffic curb as shown
on the plans and described in the specifications.
“Saw Cut Existing Asphalt Concrete Pavement”
“Saw Cut Existing Cement Concrete Pavement”
The unit price contract price per lineal foot for the above items
constitutes complete compensation for all materials, labor and
equipment required to saw cut existing pavement to a depth of 6 inches
in accordance with the plans and specifications.
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
100 LF 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.
2021 Asphalt Overlays/Smith 2 - 4 May 6, 2021
Project Number: 21-3001.1
2-03 ROADWAY EXCAVATION AND EMBANKMENT
2-03.3 Construction Requirements
SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-03.3(7)C Contractor-Provided Disposal Site
The City has not provided a waste site. The Contractor shall arrange for
disposal and provide any necessary disposal sites in accordance with
Section 2-03.3(7)C of the WSDOT Standard Specifications.
The Contractor is responsible for determining which permits are
required for the selected disposal sites.
Within the City, wetlands are identified by using the Corps of Engineers
Wetlands Delineation Manual dated January 1987.
SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-03.3(14)D Compaction and Moisture Control Tests
Maximum density will be determined by the Modified Proctor Method
ASTM D-1557.
All compaction tests if required will be performed by the City.
2-06 SUBGRADE PREPARATION
2-06.3 Construction Requirements
SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE
FOLLOWING:
2-06.3(1) Subgrade for Surfacing
6. The prepared subgrade shall be compacted in the top 0.50 foot to
95 percent of maximum dry density per ASTM D-1557 for a cut
section. If the underlying subgrade is too soft to permit
compaction of the upper 0.5 foot layer, the Contractor shall loosen
(or excavate and remove), and compact the subgrade until the top
layer can meet compaction requirements. Fill sections shall be
prepared in accordance with the Standard Specification Section
2-03.3(14)C, Method B except ASTM D-1557 shall determine the
maximum density.
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.
2021 Asphalt Overlays/Smith 2 - 5 May 6, 2021
Project Number: 21-3001.1
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.
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.
2021 Asphalt Overlays/Smith 4 - 1 May 6, 2021
Project Number: 21-3001.1
DIVISION 4 – BASES
DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION:
4-03 GRAVEL BORROW
4-03.1 Description
This work shall consist of constructing one or more layers of gravel
borrow upon a prepared subgrade in accordance with these
specifications and in conformity with the lines, grades, depths, and
typical cross-section shown in the plans or as established by the
Engineer.
4-03.2 Materials
Materials shall meet the minimum requirements of the following section
in the Kent Special Provisions:
Gravel Borrow .......................... 9-03.14(1)
4-03.3 Construction Requirements
Gravel borrow shall be uniformly spread upon the prepared subgrade to
the depth, width, and cross-sections shown in the plans. Construction
methods used shall meet the appropriate requirements of Section
4-04.3.
4-03.4 Measurement
Gravel borrow will be measured in the same manner prescribed for the
measurement of crushed surfacing materials as set forth in Section
4-04.4.
4-03.5 Payment
Payment will be made in accordance with Section 1-04.1, for the
following bid item when they are included in the Proposal:
The unit contract price per ton for “Gravel Borrow, Including Haul and
Compaction” constitutes complete compensation for furnishing all labor,
materials, tools, supplies, and equipment necessary to haul, place,
finish grade, and compact the gravel borrow as shown on the plans and
described in the specifications. This item shall be used for roadway
subbase, backfill for water, storm sewer, electrical conduit trenches,
and other excavation backfill and compaction unless otherwise noted.
4-04 BALLAST AND CRUSHED SURFACING
4-04.3 Construction Requirements
2021 Asphalt Overlays/Smith 4 - 2 May 6, 2021
Project Number: 21-3001.1
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
roadway or driveway remedial work or patching as requested by the
Engineer. Quantities used for pipe zone bedding shall be measured and
paid separately under the appropriate bid item.
2021 Asphalt Overlays/Smith 5 - 1 May 6, 2021
Project Number: 21-3001.1
DIVISION 5 – SURFACE TREATMENTS AND PAVEMENTS
NOTE: If the contract also includes underground utility construction, permanent
surface treatments and pavements shall not be placed until an as-built survey and
testing of the new underground utilities have been completed.
Verification that utility construction conforms to the line and grade requirements of
Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the
Engineer prior to authorizing paving to begin. Also, each new utility must pass all
appropriate tests specified herein for the type of utility prior to paving.
5-02 BITUMINOUS SURFACE TREATMENT
SECTION 5-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-02.3 Construction Requirements
No chip seal work shall be allowed until at least fifteen (15) calendar
days after pavement repairs on Lake Fenwick Road have been
completed.
Prior to chip sealing and a minimum of 24 hours after completing the
pavement repairs, the Contractor shall apply Asphalt Emulsion CSS-1H
Fog Seal over all Lake Fenwick Road pavement repair areas.
The chip seal shall include two layers each of asphalt emulsion and
crushed screening:
1.a. Asphalt Emulsion CRS-2P Chip Seal
1.b. Furnishing and placing Crushed Screening 3/8 Inch - No. 4
2.a. Asphalt Emulsion CRS-2P Chip Seal
2.b. Furnishing and placing Crushed Screening 3/8 Inch - No. 4
A minimum of 48 hours after the double chip seal work has been
completed, the Contractor shall apply Asphalt Emulsion CSS-1H Fog
Seal over the entire chip seal area.
SECTION 5-02.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-02.4 Measurement
“Chip Seal” shall be measured in the field by the square yard of
roadway surface covered and shall be measured only once, regardless
of how many layers of asphalt emulsion and crushed screening are
being applied to the same area as required by these specifications.
“Asphalt for Fog Seal” shall be measured in the field by the square yard
of roadway surface covered. The fog seal areas will be measured after
fog sealing of pavement repair areas and after fog sealing the chip seal
areas.
2021 Asphalt Overlays/Smith 5 - 2 May 6, 2021
Project Number: 21-3001.1
SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-02.5 Payment
The unit contract price per square yard for “Chip Seal” shall be full
compensation for furnishing all labor, materials, tools, supplies, and
equipment necessary to carry out the requirements of Sections 5-02 to
chip seal all areas shown on the plans, except for costs included in
other bid items on the bid proposal form. Sweeping for surface
preparation and to collect loose rock is included in the cost of this item
and will not be paid for separately. Placement of Asphalt Emulsion CRS-
2P and furnishing and placement of Crushed Screening 3/8” to No. 4
are included in the Chip Seal bid item. Marking, covering, and
uncovering of utility castings shall be incidental to this bid item.
The unit contract price per square yard for “Asphalt for Fog Seal” shall
be full compensation for furnishing all labor, materials, tools, supplies,
and equipment necessary to carry out the requirements of Sections 5-
02 to fog seal all pavement repair areas prior to chip sealing and to fog
seal all chip sealed areas, except for costs included in other bid items
on the bid proposal form.
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.
5-03 CRACK AND JOINT SEALING
SECTION 5-03.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-03.2 Materials
Crack sealant shall be Crafco Low Tack 543 Sealant (or approved equal)
SECTION 5-03.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-03.3 Construction Requirements
The Contractor shall crack seal all chip seal areas on Lake Fenwick Road
prior to chip sealing. Crack sealant shall be applied in all cracks 1/4 inch
or larger from edge of pavement to edge of pavement using the simple
band aid method. Crack sealant shall be struck flush with the pavement
surface using a “V” shaped squeegee, with 1-1/2 inch wide over-band
or less.
SECTION 5-03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-03.4 Measurement
No specific unit of measurement shall apply to the lump
sum bid item “Crack Sealing”.
2021 Asphalt Overlays/Smith 5 - 3 May 6, 2021
Project Number: 21-3001.1
SECTION 5-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-03.5 Payment
The lump sum contract price for “Crack Sealing” shall be full
compensation for furnishing all labor, materials, tools, supplies, and
equipment necessary to carry out the requirements of Sections 5-03 to
crack seal the chip seal areas on Lake Fenwick Road prior to chip
sealing, except for costs included in other bid items on the bid proposal
form.
5-04 HOT MIX ASPHALT
SECTION 5-04 IS DELETED AND REPLACED IN ITS ENTIRETY WITH THE
FOLLOWING:
5-04.1 Description
This Work shall consist of providing and placing one or more layers of
plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in
accordance with these Specifications and the lines, grades, thicknesses,
and typical cross-sections shown in the Plans. The manufacture of HMA
may include warm mix asphalt (WMA) processes in accordance with
these Specifications. WMA processes include organic additives, chemical
additives, and foaming.
HMA shall be composed of asphalt binder and mineral materials as may
be required, mixed in the proportions specified to provide a
homogeneous, stable, and workable mixture.
5-04.2 Materials
Materials shall meet the requirements of the following sections:
Portland Cement 9-01
Asphalt Binder 9-02.1(4)
Cationic Emulsified Asphalt 9-02.1(6)
Anti-Stripping Additive 9-02.4
HMA Additive 9-02.5
Sand 9-03.1(2)
(As noted in 5-04.3(5)C for crack sealing)
Aggregates 9-03.8
Recycled Asphalt Pavement 9-03.8(3)B
Mineral Filler 9-03.8(5)
Recycled Material 9-03.21
Joint Sealant 9-04.2
Foam Backer Rod 9-04.2(3)A
The Contract documents may establish that the various mineral
materials required for the manufacture of HMA will be furnished in
whole or in part by the Contracting Agency. If the documents do not
establish the furnishing of any of these mineral materials by the
Contracting Agency, the Contractor shall be required to furnish such
2021 Asphalt Overlays/Smith 5 - 4 May 6, 2021
Project Number: 21-3001.1
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.
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.
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Project Number: 21-3001.1
Include with the mix design submittal a certification from the
asphalt binder supplier that the anti-stripping additive is
compatible with the crude source and the formulation of asphalt
binder proposed for use in the mix design.
Do not include warm mix asphalt (WMA) additives when
developing a mix design or submitting a mix design for QPL
evaluation. The use of warm mix asphalt (WMA) additives is not
part of the process for obtaining approval for listing a mix design
on the QPL. Refer to Section 5-04.2(2)B.
The Contracting Agency’s basis for approving, testing, and evaluating
HMA mix designs for approval on the QPL is dependent on the
contractual basis for acceptance of the HMA mixture, as shown in Table
1.
Table 1
Basis for Contracting Agency Evaluation of HMA Mix Designs for
Approval on the QPL
Contractual Basis for
Acceptance of HMA
Mixture
[see Section
5-04.3(9)]
Basis for Contracting
Agency Approval of
Mix Design for
Placement on QPL
Contracting Agency
Materials Testing for
Evaluation of the Mix
Design
Statistical Evaluation WSDOT Standard
Practice QC-8
The Contracting Agency will
test the mix design materials
for compliance with Sections
9-03.8(2) and 9-03.8(6).
Visual Evaluation Review of Form 350-042
for compliance with
Sections 9-03.8(2) and
9-03.8(6)
The Contracting Agency may
elect to test the mix design
materials, or evaluate in
accordance with WSDOT
Standard Practice QC-8, at
its sole discretion.
If the Contracting Agency approves the mix design, it will be listed on
the QPL for 12 consecutive months. The Contracting Agency may
extend the 12 month listing provided the Contractor submits a
certification letter to the Qualified Products Engineer verifying that the
aggregate source and job mix formula (JMF) gradation, and asphalt
binder crude source and formulation have not changed. The Contractor
may submit the certification no sooner than three months prior to
expiration of the initial 12 month mix design approval. Within 7
calendar days of receipt of the Contractor’s certification, the
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.
2021 Asphalt Overlays/Smith 5 - 6 May 6, 2021
Project Number: 21-3001.1
Nonstatistical evaluation will be used for all HMA not designated as
Commercial HMA in the contract documents.
Commercial evaluation will be used for Commercial HMA and for other
classes of HMA in the following applications: sidewalks, road
approaches, ditches, slopes, paths, trails, gores, prelevel, and
pavement repair. Other nonstructural applications of HMA accepted by
commercial evaluation shall be as approved by the Project Engineer.
Sampling and testing of HMA accepted by commercial evaluation will be
at the option of the Project Engineer. The Proposal quantity of HMA that
is accepted by commercial evaluation will be excluded from the
quantities used in the determination of nonstatistical evaluation.
Nonstatistical Mix Design. Fifteen days prior to the first day of
paving the contractor shall provide one of the following mix design
verification certifications for Contracting Agency review;
The WSDOT Mix Design Evaluation Report from the current WSDOT
QPL, or one of the mix design verification certifications listed
below.
The proposed HMA mix design on WSDOT Form 350-042 with the
seal and certification (stamp and signature) of a valid licensed
Washington State Professional Engineer.
The Mix Design Report for the proposed HMA mix design developed
by a qualified City or County laboratory that is within one year of
the approval date.
The mix design shall be performed by a lab accredited by a national
authority such as Laboratory Accreditation Bureau, L-A-B for
Construction Materials Testing, The Construction Materials Engineering
Council (CMEC’s) ISO 17025 or AASHTO Accreditation Program (AAP)
and shall supply evidence of participation in the AASHTO: resource
proficiency sample program.
Mix designs for HMA accepted by Nonstatistical evaluation shall;
Have the aggregate structure and asphalt binder content determined in
accordance with WSDOT Standard Operating Procedure 732 and meet
the requirements of Sections 9-03.8(2), except that Hamburg testing
for ruts and stripping are at the discretion of the Engineer, and
9-03.8(6).
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.
2021 Asphalt Overlays/Smith 5 - 7 May 6, 2021
Project Number: 21-3001.1
Commercial Evaluation Approval of a mix design for “Commercial
Evaluation” will be based on a review of the Contractor’s submittal of
WSDOT Form 350-042 (For commercial mixes, AASHTO T 324
evaluation is not required) or a Mix Design from the current WSDOT
QPL or from one of the processes allowed by this section. Testing of the
HMA by the Contracting Agency for mix design approval is not required.
For the Bid Item Commercial HMA, the Contractor shall select a class of
HMA and design level of Equivalent Single Axle Loads (ESAL’s) specified
herein.
5-04.2(2)B Using Warm Mix Asphalt Processes
The Contractor may elect to use additives that reduce the optimum
mixing temperature or serve as a compaction aid for producing HMA.
Additives include organic additives, chemical additives and foaming
processes. The use of Additives is subject to the following:
Do not use additives that reduce the mixing temperature more
than allowed in Section 5-04.3(6) in the production of mixtures.
Before using additives, obtain the Engineer’s approval using
WSDOT Form 350-076 to describe the proposed additive and
process.
5-04.3 Construction Requirements
5-04.3(1) Weather Limitations
Do not place HMA for wearing course on any Traveled Way beginning
October 1st through March 31st of the following year without written
concurrence from the Engineer.
Do not place HMA on any wet surface, or when the average surface
temperatures are less than those specified below, or when weather
conditions otherwise prevent the proper handling or finishing of the
HMA.
Minimum Surface Temperature for Paving
Compacted Thickness
(Feet)
Wearing Course Other Courses
Less than 0.10 55◦F 45◦F
0.10 to 0.20 45◦F 35◦F
More than 0.20 35◦F 35◦F
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
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Project Number: 21-3001.1
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
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
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Project Number: 21-3001.1
in the asphalt binder, the temperature of the asphalt binder shall
not exceed the maximum recommended by the manufacturer of
the WMA additive.
4. Sampling and Testing of Mineral Materials – The HMA plant
shall be equipped with a mechanical sampler for the sampling of
the mineral materials. The mechanical sampler shall meet the
requirements of Section 1-05.6 for the crushing and screening
operation. The Contractor shall provide for the setup and operation
of the field testing facilities of the Contracting Agency as provided
for in Section 3-01.2(2).
5. Sampling HMA – The HMA plant shall provide for sampling HMA
by one of the following methods:
a. A mechanical sampling device attached to the HMA plant.
b. Platforms or devices to enable sampling from the hauling
vehicle without entering the hauling vehicle.
5-04.3(3)B Hauling Equipment
Trucks used for hauling HMA shall have tight, clean, smooth metal beds
and shall have a cover of canvas or other suitable material of sufficient
size to protect the mixture from adverse weather. Whenever the
weather conditions during the work shift include, or are forecast to
include, precipitation or an air temperature less than 45°F or when time
from loading to unloading exceeds 30 minutes, the cover shall be
securely attached to protect the HMA.
The Contractor shall provide an environmentally benign means to
prevent the HMA mixture from adhering to the hauling equipment.
Excess release agent shall be drained prior to filling hauling equipment
with HMA. Petroleum derivatives or other coating material that
contaminate or alter the characteristics of the HMA shall not be used.
For live bed trucks, the conveyer shall be in operation during the
process of applying the release agent.
5-04.3(3)C Pavers
HMA pavers shall be self-contained, power-propelled units, provided
with an internally heated vibratory screed and shall be capable of
spreading and finishing courses of HMA plant mix material in lane
widths required by the paving section shown in the Plans.
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,
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Project Number: 21-3001.1
density, and surface texture as obtained by the primary screed.
Extensions without augers and an internally heated vibratory screed
shall not be used in the Traveled Way.
When specified in the Contract, reference lines for vertical control will
be required. Lines shall be placed on both outer edges of the Traveled
Way of each Roadway. Horizontal control utilizing the reference line will
be permitted. The grade and slope for intermediate lanes shall be
controlled automatically from reference lines or by means of a mat
referencing device and a slope control device. When the finish of the
grade prepared for paving is superior to the established tolerances and
when, in the opinion of the Engineer, further improvement to the line,
grade, cross-section, and smoothness can best be achieved without the
use of the reference line, a mat referencing device may be substituted
for the reference line. Substitution of the device will be subject to the
continued approval of the Engineer. A joint matcher may be used
subject to the approval of the Engineer. The reference line may be
removed after the completion of the first course of HMA when approved
by the Engineer. Whenever the Engineer determines that any of these
methods are failing to provide the necessary vertical control, the
reference lines will be reinstalled by the Contractor.
The Contractor shall furnish and install all pins, brackets, tensioning
devices, wire, and accessories necessary for satisfactory operation of
the automatic control equipment.
If the paving machine in use is not providing the required finish, the
Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning
or solvent type liquids spilled on the pavement shall be thoroughly
removed before paving proceeds.
5-04.3(3)D Material Transfer Device or Material Transfer Vehicle
Use a material transfer device or material transfer vehicle (MTD/V) to
deliver the HMA from the hauling equipment to the paving machine for
any lift in (or partially in) the top 0.30 feet of the pavement section
used in traffic lanes. However, an MTD/V is not required for HMA placed
in irregular shaped and minor areas such as tapers and turn lanes.
The MTD/V shall mix the HMA after delivery by the hauling equipment
and prior to laydown by the paving machine. Mixing of the HMA shall be
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.
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Project Number: 21-3001.1
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 the 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
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
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foreign matter. All holes and small depressions shall be filled with an
appropriate class of HMA. The surface of the patched area shall be
leveled and compacted thoroughly. Prior to the application of tack coat,
or paving, the condition of the surface shall be approved by the
Engineer.
A tack coat of asphalt shall be applied to all paved surfaces on which
any course of HMA is to be placed or abutted; except that tack coat
may be omitted from clean, newly paved surfaces at the discretion of
the Engineer. Tack coat shall be uniformly applied to cover the existing
pavement with a thin film of residual asphalt free of streaks and bare
spots at a rate between 0.02 and 0.10 gallons per square yard of
retained asphalt. The rate of application shall be approved by the
Engineer. A heavy application of tack coat shall be applied to all joints.
For Roadways open to traffic, the application of tack coat shall be
limited to surfaces that will be paved during the same working shift.
The spreading equipment shall be equipped with a thermometer to
indicate the temperature of the tack coat material.
Equipment shall not operate on tacked surfaces until the tack has
broken and cured. If the Contractor’s operation damages the tack coat
it shall be repaired prior to placement of the HMA.
The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1
and CSS-1h emulsified asphalt may be diluted once with water at a rate
not to exceed one part water to one part emulsified asphalt. The tack
coat shall have sufficient temperature such that it may be applied
uniformly at the specified rate of application and shall not exceed the
maximum temperature recommended by the emulsified asphalt
manufacturer.
5-04.3(4)A Crack Sealing
5-04.3(4)A1 General
When the Proposal includes a pay item for crack sealing, seal all cracks
¼ inch in width and greater.
Cleaning: Ensure that cracks are thoroughly clean, dry and free of all
loose and foreign material when filling with crack sealant material. Use
a hot compressed air lance to dry and warm the pavement surfaces
within the crack immediately prior to filling a crack with the sealant
material. Do not overheat pavement. Do not use direct flame dryers.
Routing cracks is not required.
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.
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Project Number: 21-3001.1
The sand slurry shall consist of approximately 20 percent CSS-1
emulsified asphalt, approximately 2 percent portland cement, water (if
required), and the remainder clean Class 1 or 2 fine aggregate per
Section 9-03.1(2). The components shall be thoroughly mixed and then
poured into the cracks and joints until full. The following day, any
cracks or joints that are not completely filled shall be topped off with
additional sand slurry. After the sand slurry is placed, the filler shall be
struck off flush with the existing pavement surface and allowed to cure.
The HMA overlay shall not be placed until the slurry has fully cured. The
requirements of Section 1-06 will not apply to the portland cement and
sand used in the sand slurry.
In areas where HMA will be placed, use sand slurry to fill the cracks.
In areas where HMA will not be placed, fill the cracks as follows:
1. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant.
2. Cracks greater than 1 inch in width – fill with sand slurry.
Hot Poured Sealant: For cracks that are to be filled with hot poured
sealant, apply the material in accordance with these requirements and
the manufacturer’s recommendations. Furnish a Type 1 Working
Drawing of the manufacturer’s product information and
recommendations to the Engineer prior to the start of work, including
the manufacturer’s recommended heating time and temperatures,
allowable storage time and temperatures after initial heating, allowable
reheating criteria, and application temperature range. Confine hot
poured sealant material within the crack. Clean any overflow of sealant
from the pavement surface. If, in the opinion of the Engineer, the
Contractor’s method of sealing the cracks with hot poured sealant
results in an excessive amount of material on the pavement surface,
stop and correct the operation to eliminate the excess material.
5-04.3(4)A2 Crack Sealing Areas Prior to Paving
In areas where HMA will be placed, use sand slurry to fill the cracks.
5-04.3(4)A3 Crack Sealing Areas Not to be Paved
In areas where HMA will not be placed, fill the cracks as follows:
a. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant.
b. Cracks greater than 1 inch in width – fill with sand slurry.
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
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Project Number: 21-3001.1
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
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 Sections 2-02.3(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-inch lifts. Each
lift shall be thoroughly compacted by a roller.
5-04.3(5) Producing/Stockpiling Aggregates and RAP
Aggregates and RAP shall be stockpiled according to the requirements
of Section 3-02. Sufficient storage space shall be provided for each size
of aggregate and RAP. Materials shall be removed from stockpile(s) in a
manner to ensure minimal segregation when being moved to the HMA
plant for processing into the final mixture. Different aggregate sizes
shall be kept separated until they have been delivered to the HMA
plant.
5-04.3(5)A Vacant
5-04.3(6) Mixing
After the required amount of mineral materials, asphalt binder,
recycling agent and anti-stripping additives have been introduced into
the mixer the HMA shall be mixed until complete and uniform coating of
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
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Project Number: 21-3001.1
reference mix design report or as approved by the Engineer. Also, when
a WMA additive is included in the manufacture of HMA, the discharge
temperature of the HMA shall not exceed the maximum recommended
by the manufacturer of the WMA additive. A maximum water content of
2 percent in the mix, at discharge, will be allowed providing the water
causes no problems with handling, stripping, or flushing. If the water in
the HMA causes any of these problems, the moisture content shall be
reduced as directed by the Engineer.
Storing or holding of the HMA in approved storage facilities will be
permitted with approval of the Engineer, but in no event shall the HMA
be held for more than 24 hours. HMA held for more than 24 hours after
mixing shall be rejected. Rejected HMA shall be disposed of by the
Contractor at no expense to the Contracting Agency. The storage
facility shall have an accessible device located at the top of the cone or
about the third point. The device shall indicate the amount of material
in storage. No HMA shall be accepted from the storage facility when the
HMA in storage is below the top of the cone of the storage facility,
except as the storage facility is being emptied at the end of the
working shift.
Recycled asphalt pavement (RAP) utilized in the production of HMA shall
be sized prior to entering the mixer so that a uniform and thoroughly
mixed HMA is produced. If there is evidence of the recycled asphalt
pavement not breaking down during the heating and mixing of the
HMA, the Contractor shall immediately suspend the use of the RAP until
changes have been approved by the Engineer. After the required
amount of mineral materials, RAP, new asphalt binder and asphalt
rejuvenator have been introduced into the mixer the HMA shall be
mixed until complete and uniform coating of the particles and thorough
distribution of the asphalt binder throughout the mineral materials, and
RAP is ensured.
5-04.3(7) Spreading and Finishing
The mixture shall be laid upon an approved surface, spread, and struck
off to the grade and elevation established. HMA pavers complying with
Section 5-04.3(3) shall be used to distribute the mixture. Unless
otherwise directed by the Engineer, the nominal compacted depth of
any layer of any course shall not exceed the following:
HMA Class 1”
wearing course/final lift 0.17 feet
other courses 0.35 feet
HMA Class ¾” and HMA Class ½”
wearing course/final lift 0.17 feet
other courses 0.25 feet
HMA Class ⅜” 0.17 feet
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.
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Project Number: 21-3001.1
When more than one JMF is being utilized to produce HMA, the material
produced for each JMF shall be placed by separate spreading and
compacting equipment. The intermingling of HMA produced from more
than one JMF is prohibited. Each strip of HMA placed during a work shift
shall conform to a single JMF established for the class of HMA specified
unless there is a need to make an adjustment in the JMF.
Reference Section 8-20.3(14)C of the Kent Special Provisions for the
placement of traffic signal detection loops.
5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA
For HMA accepted by nonstatistical evaluation the aggregate properties
of sand equivalent, uncompacted void content and fracture will be
evaluated in accordance with Section 3-04. Sampling and testing of
aggregates for HMA accepted by commercial evaluation will be at the
option of the Engineer.
5-04.3(9) HMA Mixture Acceptance
Acceptance of HMA shall be as provided under nonstatistical, or
commercial evaluation.
Nonstatistical evaluation will be used for the acceptance of HMA unless
Commercial Evaluation is specified.
Commercial evaluation will be used for Commercial HMA and for other
classes of HMA in the following applications: sidewalks, road
approaches, ditches, slopes, paths, trails, gores, prelevel, temporary
pavement, and pavement repair. Other nonstructural applications of
HMA accepted by commercial evaluation shall be as approved by the
Engineer. Sampling and testing of HMA accepted by commercial
evaluation will be at the option of the Engineer.
The mix design will be the initial JMF for the class of HMA. The
Contractor may request a change in the JMF. Any adjustments to the
JMF will require the approval of the Engineer and may be made in
accordance with this section.
HMA Tolerances and Adjustments
1. Job Mix Formula Tolerances – The constituents of the mixture
at the time of acceptance shall be within tolerance. The tolerance
limits will be established as follows:
For Asphalt Binder and Air Voids (Va), the acceptance limits are
determined by adding the tolerances below to the approved JMF
values. These values will also be the Upper Specification Limit
(USL) and Lower Specification Limit (LSL) required in Section
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
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Project Number: 21-3001.1
For Aggregates in the mixture:
a. First, determine preliminary upper and lower acceptance
limits by applying the following tolerances to the approved
JMF.
Aggregate Percent Passing Non-Statistical
Evaluation
Commercial
Evaluation
1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8%
No. 4 sieve +/-6% +/- 8%
No. 8 Sieve +/- 6% +/-8%
No. 200 sieve +/- 2.0% +/- 3.0%
b. Second, adjust the preliminary upper and lower acceptance
limits determined from step (a) the minimum amount
necessary so that none of the aggregate properties are
outside the control points in Section 9-03.8(6). The resulting
values will be the upper and lower acceptance limits for
aggregates, as well as the USL and LSL required in Section
1-06.2(2)D2.
2. Job Mix Formula Adjustments – An adjustment to the aggregate
gradation or asphalt binder content of the JMF requires approval of
the Engineer. Adjustments to the JMF will only be considered if the
change produces material of equal or better quality and may
require the development of a new mix design if the adjustment
exceeds the amounts listed below.
a. Aggregates –2 percent for the aggregate passing the 1½″,
1″, ¾″, ½″, ⅜″, and the No. 4 sieves, 1 percent for
aggregate passing the No. 8 sieve, and 0.5 percent for the
aggregate passing the No. 200 sieve. The adjusted JMF shall
be within the range of the control points in Section
9-03.8(6).
b. Asphalt Binder Content – The Engineer may order or
approve changes to asphalt binder content. The maximum
adjustment from the approved mix design for the asphalt
binder content shall be 0.3 percent
5-04.3(9)A Vacant
5-04.3(9)B Vacant
5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation
HMA mixture which is accepted by Nonstatistical Evaluation will be
evaluated by the Contracting Agency by dividing the HMA tonnage into
lots.
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.
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Only one lot per JMF is expected. A sublot shall be equal to one day’s
production or 800 tons, whichever is less except that the final sublot
will be a minimum of 400 tons and may be increased to 1200 tons.
All of the test results obtained from the acceptance samples from a
given lot shall be evaluated collectively. If the Contractor requests a
change to the JMF that is approved, the material produced after the
change will be evaluated on the basis of the new JMF for the remaining
sublots in the current lot and for acceptance of subsequent lots. For a
lot in progress with a CPF less than 0.75, a new lot will begin at the
Contractor’s request after the Engineer is satisfied that material
conforming to the Specifications can be produced.
Sampling and testing for evaluation shall be performed on the
frequency of one sample per sublot.
5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling
Samples for acceptance testing shall be obtained by the Contractor
when ordered by the Engineer. The Contractor shall sample the HMA
mixture in the presence of the Engineer and in accordance with
AASHTO T 168. A minimum of three samples should be taken for each
class of HMA placed on a project. If used in a structural application, at
least one of the three samples shall to be tested.
Sampling and testing HMA in a Structural application where quantities
are less than 400 tons is at the discretion of the Engineer.
For HMA used in a structural application and with a total project
quantity less than 800 tons but more than 400 tons, a minimum of one
acceptance test shall be performed. In all cases, a minimum of 3
samples will be obtained at the point of acceptance, a minimum of one
of the three samples will be tested for conformance to the JMF:
If the test results are found to be within specification
requirements, additional testing will be at the Engineer’s
discretion.
If test results are found not to be within specification
requirements, additional testing of the remaining samples to
determine a Composite Pay Factor (CPF) shall be performed.
5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing
Testing of HMA for compliance of Va will be at the option of the
Contracting Agency. If tested, compliance of Va will use WSDOT SOP
731.
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.
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5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors
For each lot of material falling outside the tolerance limits in
5-04.3(9), the Contracting Agency will determine a Composite Pay
Factor (CPF) using the following price adjustment factors:
Table of Price Adjustment Factors
Constituent Factor “f”
All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ and No.4 sieves 2
All aggregate passing No. 8 sieve 15
All aggregate passing No. 200 sieve 20
Asphalt binder 40
Air Voids (Va) (where applicable) 20
Each lot of HMA produced under Nonstatistical Evaluation and having all
constituents falling within the tolerance limits of the job mix formula
shall be accepted at the unit Contract price with no further evaluation.
When one or more constituents fall outside the nonstatistical tolerance
limits in the Job Mix Formula shown in Table of Price Adjustment
Factors, the lot shall be evaluated in accordance with Section 1-06.2 to
determine the appropriate CPF. The nonstatistical tolerance limits will
be used in the calculation of the CPF and the maximum CPF shall be
1.00. When less than three sublots exist, backup samples of the
existing sublots or samples from the Roadway shall be tested to provide
a minimum of three sets of results for evaluation.
5-04.3(9)C5 Vacant
5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments
For each lot of HMA mix produced under Nonstatistical Evaluation when
the calculated CPF is less than 1.00, a Nonconforming Mix Factor
(NCMF) will be determined. The NCMF equals the algebraic difference of
CPF minus 1.00 multiplied by 60 percent. The total job mix compliance
price adjustment will be calculated as the product of the NCMF, the
quantity of HMA in the lot in tons, and the unit Contract price per ton of
mix.
If a constituent is not measured in accordance with these
Specifications, its individual pay factor will be considered 1.00 in
calculating the Composite Pay Factor (CPF).
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
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tested with the same tester that ran the original acceptance test. The
sample will be tested for a complete gradation analysis, asphalt binder
content, and, at the option of the agency, Va. The results of the retest
will be used for the acceptance of the HMA in place of the original
sublot sample test results. The cost of testing will be deducted from any
monies due or that may come due the Contractor under the Contract at
the rate of $500 per sample.
5-04.3 (9)D Mixture Acceptance – Commercial Evaluation
If sampled and tested, HMA produced under Commercial Evaluation and
having all constituents falling within the tolerance limits of the job mix
formula shall be accepted at the unit Contract price with no further
evaluation. When one or more constituents fall outside the commercial
tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall
be evaluated in accordance with Section 1-06.2 to determine the
appropriate CPF. The commercial tolerance limits will be used in the
calculation of the CPF and the maximum CPF shall be 1.00. When less
than three sublots exist, backup samples of the existing sublots or
samples from the street shall be tested to provide a minimum of three
sets of results for evaluation.
For each lot of HMA mix produced and tested under Commercial
Evaluation when the calculated CPF is less than 1.00, a Nonconforming
Mix Factor (NCMF) will be determined. The NCMF equals the algebraic
difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix
Compliance Price Adjustment will be calculated as the product of the
NCMF, the quantity of HMA in the lot in tons, and the unit Contract
price per ton of mix.
If a constituent is not measured in accordance with these
Specifications, its individual pay factor will be considered 1.00 in
calculating the Composite Pay Factor (CPF).
5-04.3(10) HMA Compaction Acceptance
HMA mixture accepted by nonstatistical evaluation that is used in traffic
lanes, including lanes for intersections, ramps, truck climbing, weaving,
and speed change, and having a specified compacted course thickness
greater than 0.10-foot, shall be compacted to a specified level of
relative density. The specified level of relative density shall be a
Composite Pay Factor (CPF) of not less than 0.75 when evaluated in
accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92
percent of the maximum density). The maximum density shall be
determined by WSDOT FOP for AASHTO T 729. The specified level of
density attained will be determined by the evaluation of the density of
the pavement. The density of the pavement shall be determined in
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.
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Tests for the determination of the pavement density will be taken in
accordance with the required procedures for measurement by a nuclear
density gauge or roadway cores after completion of the finish rolling.
If the Contracting Agency uses a nuclear density gauge to determine
density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T
729 will be used on the day the mix is placed and prior to opening to
traffic.
Roadway cores for density may be obtained by either the Contracting
Agency or the Contractor in accordance with WSDOT SOP 734. The core
diameter shall be 4-inches minimum, unless otherwise approved by the
Engineer. Roadway cores will be tested by the Contracting Agency in
accordance with WSDOT FOP for AASHTO T 166.
If the Contract includes the Bid item “Roadway Core” the cores shall be
obtained by the Contractor in the presence of the Engineer on the same
day the mix is placed and at locations designated by the Engineer. If
the Contract does not include the Bid item “Roadway Core” the
Contracting Agency may obtain the cores.
For a lot in progress with a CPF less than 0.75, a new lot will begin at
the Contractor’s request after the Engineer is satisfied that material
conforming to the Specifications can be produced.
HMA mixture accepted by commercial evaluation and HMA constructed
under conditions other than those listed above shall be compacted on
the basis of a test point evaluation of the compaction train. The test
point evaluation shall be performed in accordance with instructions
from the Engineer. The number of passes with an approved compaction
train, required to attain the maximum test point density, shall be used
on all subsequent paving.
HMA for preleveling shall be thoroughly compacted. HMA that is used
for preleveling wheel rutting shall be compacted with a pneumatic tire
roller unless otherwise approved by the Engineer.
Test Results
For a sublot that has been tested with a nuclear density gauge that did
not meet the minimum of 92 percent of the reference maximum density
in a compaction lot with a CPF below 1.00 and thus subject to a price
reduction or rejection, the Contractor may request that a core be used
for determination of the relative density of the sublot. The relative
density of the core will replace the relative density determined by the
nuclear density gauge for the sublot and will be used for calculation of
the CPF and acceptance of HMA compaction lot.
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
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provide the requested traffic control will result in forfeiture of the
request for cores. When the CPF for the lot based on the results of the
HMA cores is less than 1.00, the cost for the coring will be deducted
from any monies due or that may become due the Contractor under the
Contract at the rate of $200 per core and the Contractor shall pay for
the cost of the traffic control.
5-04.3(10)A HMA Compaction – General Compaction Requirements
Compaction shall take place when the mixture is in the proper condition
so that no undue displacement, cracking, or shoving occurs. Areas
inaccessible to large compaction equipment shall be compacted by
other mechanical means. Any HMA that becomes loose, broken,
contaminated, shows an excess or deficiency of asphalt, or is in any
way defective, shall be removed and replaced with new hot mix that
shall be immediately compacted to conform to the surrounding area.
The type of rollers to be used and their relative position in the
compaction sequence shall generally be the Contractor’s option,
provided the specified densities are attained. Unless the Engineer has
approved otherwise, rollers shall only be operated in the static mode
when the internal temperature of the mix is less than 175°F.
Regardless of mix temperature, a roller shall not be operated in a mode
that results in checking or cracking of the mat. Rollers shall only be
operated in static mode on bridge decks.
5-04.3(10)B HMA Compaction – Cyclic Density
Low cyclic density areas are defined as spots or streaks in the
pavement that are less than 90 percent of the theoretical maximum
density. At the Engineer’s discretion, the Engineer may evaluate the
HMA pavement for low cyclic density, and when doing so will follow
WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be
assessed for any 500-foot section with two or more density readings
below 90 percent of the theoretical maximum density.
5-04.3(10)C Vacant
5-04.3(10)D HMA Nonstatistical Compaction
5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots
HMA compaction which is accepted by nonstatistical evaluation will be
based on acceptance testing performed by the Contracting Agency
dividing the project into compaction lots.
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.
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Testing for compaction will be at the rate of 5 tests per sublot per
WSDOT T 738.
The sublot locations within each density lot will be determined by the
Engineer. For a lot in progress with a CPF less than 0.75, a new lot will
begin at the Contractor’s request after the Engineer is satisfied that
material conforming to the Specifications can be produced.
HMA mixture accepted by commercial evaluation and HMA constructed
under conditions other than those listed above shall be compacted on
the basis of a test point evaluation of the compaction train. The test
point evaluation shall be performed in accordance with instructions
from the Engineer. The number of passes with an approved compaction
train, required to attain the maximum test point density, shall be used
on all subsequent paving.
HMA for preleveling shall be thoroughly compacted. HMA that is used to
prelevel wheel ruts shall be compacted with a pneumatic tire roller
unless otherwise approved by the Engineer.
5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance
Testing
The location of the HMA compaction acceptance tests will be randomly
selected by the Engineer from within each sublot, with one test per
sublot.
5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments
For each compaction lot with one or two sublots, having all sublots
attain a relative density that is 92 percent of the reference maximum
density the HMA shall be accepted at the unit Contract price with no
further evaluation. When a sublot does not attain a relative density that
is 92 percent of the reference maximum density, the lot shall be
evaluated in accordance with Section 1-06.2 to determine the
appropriate CPF. The maximum CPF shall be 1.00, however, lots with a
calculated CPF in excess of 1.00 will be used to offset lots with CPF
values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90
will be evaluated for compliance per 5-04.3(11). Additional testing by
either a nuclear moisture-density gauge or cores will be completed as
required to provide a minimum of three tests for evaluation.
For compaction below the required 92% a Non-Conforming Compaction
Factor (NCCF) will be determined. The NCCF equals the algebraic
difference of CPF minus 1.00 multiplied by 40 percent. The Compaction
Price Adjustment will be calculated as the product of CPF, the quantity
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
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Project Number: 21-3001.1
Work that is defective or does not conform to Contract requirements
shall be rejected. The Contractor may propose, in writing, alternatives
to removal and replacement of rejected material. Acceptability of such
alternative proposals will be determined at the sole discretion of the
Engineer. HMA that has been rejected is subject to the requirements in
Section 1-06.2(2) and this specification, and the Contractor shall
submit a corrective action proposal to the Engineer for approval.
5-04.3(11)B Rejection by Contractor
The Contractor may, prior to sampling, elect to remove any defective
material and replace it with new material. Any such new material will be
sampled, tested, and evaluated for acceptance.
5-04.3(11)C Rejection Without Testing (Mixture or Compaction)
The Engineer may, without sampling, reject any batch, load, or section
of Roadway that appears defective. Material rejected before placement
shall not be incorporated into the pavement. Any rejected section of
Roadway shall be removed.
No payment will be made for the rejected materials or the removal of
the materials unless the Contractor requests that the rejected material
be tested. If the Contractor elects to have the rejected material tested,
a minimum of three representative samples will be obtained and tested.
Acceptance of rejected material will be based on conformance with the
nonstatistical acceptance Specification. If the CPF for the rejected
material is less than 0.75, no payment will be made for the rejected
material; in addition, the cost of sampling and testing shall be borne by
the Contractor. If the CPF is greater than or equal to 0.75, the cost of
sampling and testing will be borne by the Contracting Agency. If the
material is rejected before placement and the CPF is greater than or
equal to 0.75, compensation for the rejected material will be at a CPF of
0.75. If rejection occurs after placement and the CPF is greater than or
equal to 0.75, compensation for the rejected material will be at the
calculated CPF with an addition of 25 percent of the unit Contract price
added for the cost of removal and disposal.
5-04.3(11)D Rejection - A Partial Sublot
In addition to the random acceptance sampling and testing, the
Engineer may also isolate from a normal sublot any material that is
suspected of being defective in relative density, gradation or asphalt
binder content. Such isolated material will not include an original
sample location. A minimum of three random samples of the suspect
material will be obtained and tested. The material will then be
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
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from this sublot will be obtained. These additional samples and the
original sublot will be evaluated as an independent lot in accordance
with Section 1-06.2(2).
5-04.3(11)F Rejection - A Lot in Progress
The Contractor shall shut down operations and shall not resume HMA
placement until such time as the Engineer is satisfied that material
conforming to the Specifications can be produced:
1. When the Composite Pay Factor (CPF) of a lot in progress drops
below 1.00 and the Contractor is taking no corrective action, or
2. When the Pay Factor (PF) for any constituent of a lot in progress
drops below 0.95 and the Contractor is taking no corrective action,
or
3. When either the PFi for any constituent or the CPF of a lot in
progress is less than 0.75.
5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction)
An entire lot with a CPF of less than 0.75 will be rejected.
5-04.3(12) Joints
5-04.3(12)A HMA Joints
5-04.3(12)A1 Transverse Joints
The Contractor shall conduct operations such that the placing of the top
or wearing course is a continuous operation or as close to continuous as
possible. Unscheduled transverse joints will be allowed and the roller
may pass over the unprotected end of the freshly laid mixture only
when the placement of the course must be discontinued for such a
length of time that the mixture will cool below compaction temperature.
When the Work is resumed, the previously compacted mixture shall be
cut back to produce a slightly beveled edge for the full thickness of the
course.
A temporary wedge of HMA constructed on a 20H:1V shall be
constructed where a transverse joint as a result of paving or planing is
open to traffic. The HMA in the temporary wedge shall be separated
from the permanent HMA by strips of heavy wrapping paper or other
methods approved by the Engineer. The wrapping paper shall be
removed and the joint trimmed to a slightly beveled edge for the full
thickness of the course prior to resumption of paving.
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
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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:
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:
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Project Number: 21-3001.1
1. Removal of material from high places by grinding with an approved
grinding machine, or
2. Removal and replacement of the wearing course of HMA, or
3. By other method approved by the Engineer.
Correction of defects shall be carried out until there are no deviations
anywhere greater than the allowable tolerances.
Deviations in excess of the above tolerances that result from a low
place in the HMA and deviations resulting from a high place where
corrective action, in the opinion of the Engineer, will not produce
satisfactory results will be accepted with a price adjustment. The
Engineer shall deduct from monies due or that may become due to the
Contractor the sum of $500.00 for each and every section of single
traffic lane 100 feet in length in which any excessive deviations
described above are found.
When utility appurtenances such as manhole covers and valve boxes
are located in the traveled way, the utility appurtenances shall be
adjusted to the finished grade prior to paving. This requirement may be
waived when requested by the Contractor, at the discretion of the
Engineer or when the adjustment details provided in the project plan or
specifications call for utility appurtenance adjustments after the
completion of paving.
Utility appurtenance adjustment discussions will be included in the Pre-
Paving planning (5-04.3(14)B3). Submit a written request to waive this
requirement to the Engineer prior to the start of paving.
5-04.3(14) Planing (Milling) Bituminous Pavement
The planing plan must be approved by the Engineer and a pre planing
meeting must be held prior to the start of any planing. See Section
5-04.3(14)B2 for information on planing submittals.
Planing operations shall be performed no more than 7 calendar days
ahead of the time the planed area is to be paved, unless otherwise
allowed by the Engineer in writing.
Locations of existing surfacing to be planed are as shown in the
Drawings.
Where planing an existing pavement is specified in the Contract, the
Contractor must remove existing surfacing material and to reshape the
surface to remove irregularities. The finished product must be a
prepared surface acceptable for receiving an HMA overlay.
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
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planed surface must be slightly grooved or roughened and must be free
from gouges, deep grooves, ridges, or other imperfections. The
Contractor must repair any damage to the surface by the Contractor’s
planing equipment, using an Engineer approved method.
Repair or replace any metal castings and other surface improvements
damaged by planing, as determined by the Engineer.
A tapered wedge cut must be planed longitudinally along curb lines
sufficient to provide a minimum of 4 inches of curb reveal after
placement and compaction of the final wearing course. The dimensions
of the wedge must be as shown on the Drawings or as specified by the
Engineer.
A tapered wedge cut must also be made at transitions to adjoining
pavement surfaces (meet lines) where butt joints are shown on the
Drawings. Cut butt joints in a straight line with vertical faces 2 inches
or more in height, producing a smooth transition to the existing
adjoining pavement.
After planing is complete, planed surfaces must be swept, cleaned, and
if required by the Contract, patched and preleveled.
The Engineer may direct additional depth planing. Before performing
this additional depth planing, the Contractor must conduct a hidden
metal in pavement detection survey as specified in Section
5-04.3(14)A.
5-04.3(14)A Pre-Planing Metal Detection Check
Before starting planing of pavements, and before any additional depth
planing required by the Engineer, the Contractor must conduct a
physical survey of existing pavement to be planed with equipment that
can identify hidden metal objects.
Should such metal be identified, promptly notify the Engineer.
See Section 1-07.16(1) regarding the protection of survey
monumentation that may be hidden in pavement.
The Contractor is solely responsible for any damage to equipment
resulting from the Contractor’s failure to conduct a pre-planing metal
detection survey, or from the Contractor’s failure to notify the Engineer
of any hidden metal that is detected.
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:
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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.
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
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of any kind, tack coat and drying, staging of supply trucks, paving
trains, rolling, scheduling, and as may be discussed at the briefing.
When intersections will be partially or totally blocked, provide
adequately sized and noticeable signage alerting traffic of closures to
come, a minimum 2 Working Days in advance. The traffic control plan
must show where police officers will be stationed when signalization is
or may be, countermanded, and show areas where flaggers are
proposed.
At a minimum, the planing and the paving plan must include:
1. A copy of the accepted traffic control plan, see Section
1-10.2(2), detailing each day’s traffic control as it relates to the
specific requirements of that day’s planing and paving. Briefly
describe the sequencing of traffic control consistent with the
proposed planing and paving sequence, and scheduling of
placement of temporary pavement markings and channelizing
devices after each day’s planing, and paving.
2. A copy of each intersection’s traffic control plan.
3. Haul routes from Supplier facilities, and locations of temporary
parking and staging areas, including return routes. Describe the
complete round trip as it relates to the sequencing of paving
operations.
4. Names and locations of HMA Supplier facilities to be used.
5. List of all equipment to be used for paving.
6. List of personnel and associated job classification assigned to each
piece of paving equipment.
7. Description (geometric or narrative) of the scheduled sequence of
planing and of paving, and intended area of planing and of paving
for each day’s work, must include the directions of proposed
planing and of proposed paving, sequence of adjacent lane paving,
sequence of skipped lane paving, intersection planing and paving
scheduling and sequencing, and proposed notifications and
coordination to be timely made. The plan must show HMA joints
relative to the final pavement marking lane lines.
8. Names, job titles, and contact information for field, office, and
plant supervisory personnel.
9. A copy of the approved Mix Designs.
10. Tonnage of HMA to be placed each day.
11. Approximate times and days for starting and ending daily
operations.
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
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nursing home and hospital and other accesses, other contractors who
may be operating in the area, pedestrian and bicycle traffic, and
emergency services. The Contractor, and Subcontractors that may be
part of that day’s operations, must meet with the Engineer and discuss
the proposed operation as it relates to the submitted planing plan and
paving plan, approved traffic control plan, and public convenience and
safety. Such discussion includes, but is not limited to:
1. General for both Paving Plan and for Planing Plan:
a. The actual times of starting and ending daily operations.
b. In intersections, how to break up the intersection, and
address traffic control and signalization for that operation,
including use of peace officers.
c. The sequencing and scheduling of paving operations and of
planing operations, as applicable, as it relates to traffic
control, to public convenience and safety, and to other
contractors who may operate in the Project Site.
d. Notifications required of Contractor activities, and
coordinating with other entities and the public as necessary.
e. Description of the sequencing of installation and types of
temporary pavement markings as it relates to planing and to
paving.
f. Description of the sequencing of installation of, and the
removal of, temporary pavement patch material around
exposed castings and as may be needed.
g. Description of procedures and equipment to identify hidden
metal in the pavement, such as survey monumentation,
monitoring wells, street car rail, and castings, before planing,
see Section 5-04.3(14)B2.
h. Description of how flaggers will be coordinated with the
planing, paving, and related operations.
i. Description of sequencing of traffic controls for the process of
rigid pavement base repairs.
j. Other items the Engineer deems necessary to address.
2. Paving – additional topics:
a. When to start applying tack and coordinating with paving.
b. Types of equipment and numbers of each type of equipment
to be used. If more pieces of equipment than personnel are
proposed, describe the sequencing of the personnel operating
the types of equipment. Discuss the continuance of operator
personnel for each type of equipment as it relates to meeting
Specification requirements.
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.
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5-04.3(15) Sealing Pavement Surfaces
Apply a fog seal where shown in the plans. Construct the fog seal in
accordance with Section 5-02.3. Unless otherwise approved by the
Engineer, apply the fog seal prior to opening to traffic.
5-04.3(16) HMA Road Approaches
HMA approaches shall be constructed at the locations shown in the
Plans or where staked by the Engineer. The Work shall be performed in
accordance with Section 5-04.
5-04.3(17) Pavement Reinforcement
The Contractor shall install the asphalt interlay fabric at the locations
and to the dimensions shown on the Plans and as directed by the
Engineer. The interlay fabric shall be placed on existing asphalt or
concrete pavement to be overlaid with HMA mix specified in the
contract.
CONSTRUCTION REQUIREMENTS
All equipment, tools, and machines used in the performance of the work
shall be subject to the approval of the Engineer and shall be maintained
in satisfactory working condition at all times.
Equipment for surface cleaning shall be capable of effectively removing
oil, grease, dust, dirt or other objectionable materials from the
pavement.
Application equipment shall consist of suitable brooms, distributor, and
laydown machine as required.
The distributor shall have a capacity of not less than 1,000 gallons and
shall be so designed, equipped, maintained and operated that asphalt
material of an even heat shall be uniformly applied at the required rate.
It shall be insulated and equipped with an adequate heating device. It
shall be equipped with a 10-foot spray bar with extensions, pressure
pump and gauge, with a volume gauge so located as to be observed
easily by the inspector from the ground, a tachometer to control
accurately the speed and spread of asphalt, and two thermometers, one
to be installed permanently in the tank to indicate temperature of the
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,
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Project Number: 21-3001.1
equipment, and materials necessary to apply the interlay fabric are
either on hand or readily available.
MATERIALS
The approved products are:
1. TenCate Mirafi MPM30 (PGM-30)
2. Tensar GlasPave 25
3. Roadmat RM35
The material properties of the asphalt interlay fabric shall conform to all
design and nominal performance standards of TenCate Mirafi MPM30
(PGM-30), Tensar GlasPave 25, Roadmat RM35 or the properties listed
below in Table 2.01. Submittals shall include independent confirmation
of the material properties.
Table 2.01 – Physical Properties of the asphalt interlay fabric
Property ASTM Test
Method
Units Min. Avg.
Roll Value
Tensile Strength @ 0º
Tensile Strength @ 90º D5035 lbs/in 200
200
Tensile Elongation % < 5.0
Melting Point (glass) D276 °F (°C ) 450º (232º)
Asphalt Retention D6140 gal/yd² 0.10
Mass per Unit Area D5261 oz/yd² 4.0
STORAGE
The paving interlayer rolls shall be labeled, with a durable label
indicating manufacturer, product name or style number, roll and lot
number, and roll dimensions shall be attached to each roll.
The paving interlayer rolls shall be delivered and handled in a manner
to prevent damage and shall be inspected for defects and damage prior
to use.
The paving interlayer shall be stored in a dry covered condition, free
from dust, dirt, off the ground, flat to prevent bowing, protected from
precipitation, ultraviolet radiation, strong chemicals, sparks and flames,
temperatures in excess 71 °C (160 °F) and other environmental
condition that could cause damage.
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
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Project Number: 21-3001.1
such as dirt, grease, etc. Prior to applying the asphalt, all dust and
loose material shall be removed from the pavement surface with
compressed air. Existing cracks shall be filled as specified elsewhere
under “Crack Sealing.”
In an overlay or milled surface application, repair all failed pavement
areas prior to installation of the paving interlayer. Fill all cracks ¼” or
greater with approved material.
Immediately prior to placement of paving interlayer, the pavement
surface shall be dry, cleaned of anything that would interfere with
adhesion, for e.g., vegetation, moss, dirt, gravel or water.
A leveling or "scratch" course is recommended when road surface is not
acceptable and shall be of proper gradation and sufficient thickness to
achieve a smooth, level surface with no gaps greater than ¼” depth
and width or be acceptable to the project engineer.
A finish grind may be used as an alternative to an asphalt leveling
course being placed, when you can achieve the final surface texture has
no cracks, gaps or vertical angles greater the ¼” depth and width or be
acceptable to the project engineer. In all cases the surface must be
clean and dry and the application rate of the Hot PG grade asphalt
binder shall be increased to insure complete interlayer saturation and
bonding.
INSTALLATION
A. Apply the asphalt interlay fabric in a hot PG graded asphalt binder.
Asphalt Emulsion is NOT acceptable for placing paving interlayer
due to time delay for it to break and the difficulty in insuring
quality as installed.
B. Asphalt Binder
1. A hot asphalt binder shall be applied to saturate the paving
interlayer (min. to be the asphalt retention rate) plus amount
needed to bond to existing surface and the new overlay. The
asphalt binder to be used shall be PG58H –22 (PG64 -22) or
higher. Sustained ambient temperatures (above 90º) may
require a stiffer binder gradation like PG58V –22 (PG70 -22)
or higher to improve set time and reduce risk of fabric pick-up
under construction traffic.
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.
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Project Number: 21-3001.1
3. Spray application shall extend four (4) inches wider than
width of paving interlayer on lap side. Hot asphalt binder
application shall be wide enough to cover the entire width of
engineered paving mat material overlaps. The hot asphalt
binder shall be applied only as far in advance of the
engineered paving mat material installation as is appropriate
to ensure a tacky surface at the time of the engineered
paving mat material placement. Traffic shall not be allowed on
the hot asphalt binder.
4. The hot asphalt binder shall be applied by a distributor truck
in a smooth uniform manner at as low a temperature as is
possible to achieve the right application rate, depending on
ambient and road surface temperatures and type of PG
asphalt binder used. Temperature of the hot asphalt binder
shall be sufficiently high enough to permit uniform spray
pattern and shall be between 350º F and 400º F. The air
temperature shall be 50º F and rising for placement of the hot
asphalt binder coat.
C. The paving interlayer shall be installed with equipment in good
working order that is capable of installing the fabric without
wrinkles or manually as needed and recommended by
manufacturer.
1. Initial alignment of the interlay fabric is very important, since
the fabric direction cannot be changed appreciably without
causing wrinkles. If the alignment of the interlay fabric must
be changed, the fabric shall be cut and realigned, overlapping
the previous material and proceeding as before.
2. If manual lay-down methods are used, the paving fabric shall
be unrolled, aligned, and placed in increments of
approximately thirty (30) feet or as project engineer suggest.
3. The material shall be placed flat and wrinkle-free. The paving
interlayer installation may require hand brooming as
necessary to eliminate ripples that may occur during
installation.
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.
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Project Number: 21-3001.1
5. To ease installations around curves, the paving fabric can be
placed in shortened lengths by mechanical equipment or by
hand.
6. Paving interlayer shall be lapped two (2) to four (4) inches
longitudinally and two (2) to four (4) inches transversely.
Transverse laps shall be in the direction of the asphalt
concrete overlay placement insuring hot asphalt binder is
placed under the overlap. The interlay fabric shall be neatly
cut and contoured at all joints.
7. Excess hot asphalt binder that bleeds through the engineered
paving mat under normal construction traffic shall be
countered by broadcasting clean sand or hot mix to create a
bond break between the excess hot asphalt binder and the
construction equipment tires. Excess blotting sand shall be
removed from the interlayer prior to placing the HMA overlay.
No other material, such as asphalt release agents or diesel,
shall be used for this purpose.
8. No traffic, except necessary construction traffic or emergency
vehicles, shall be driven on the engineered paving mat, unless
approved by the engineer. If traffic on the interlayer is
approved by the engineer, clean sand shall be lightly
broadcasted over the engineered paving mat interlayer, and
any loose sand shall be removed prior to paving.
9. Turning of construction equipment and other vehicles shall be
gradual and kept to a minimum to avoid damage to the
paving interlayer. Caution: Parking on the installed paving
fabric prior to final overlay for extended periods could cause
damage to the interlayer.
10. Placement of the first lift of the HMA overlay shall closely
follow placement of the engineered paving mat. All areas in
which the engineered paving mat has been placed shall be
paved during the same day, unless approved otherwise by the
engineer. In the event of rainfall on the engineered paving
mat prior to the placement of the first HMA overlay lift, the
engineered paving mat shall be allowed to dry before the HMA
is placed. The compacted thickness of the first lift of the HMA
overlay on the engineered paving mat shall not be less than
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.
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Project Number: 21-3001.1
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.
4. The Contractor shall provide satisfactory confirmation to the
Engineer, for each Street Section, showing the total quantity of
asphalt binder installed, at the proper application rate as published
by the manufacturer.
5-04.4 Measurement
“HMA for Full Width Overlay Class 1/2”, PG 58V-22” and “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
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Project Number: 21-3001.1
Contractor elects to remove and replace mix as allowed by Section 5-
04.3(11), the material removed will not be measured.
“Speed Cushion” shall be measured per each speed cushion installed as
shown on the plans and Kent Standard Plans 6-29a and 6-29b (Traffic
Calming Speed Cushion). The speed cushion improvements across the
entire roadway width including the shaping for the wheel paths, tack
coat, and the pavement markings shown on Kent Standard Plan 6-29a
shall be counted as “one” speed cushion. Speed cushion street signs
shown on Kent Standard Plan 6-29a will be installed by the City.
“Raised Crosswalk” shall be measured per each raised crosswalk
installed as shown on the plans and Kent Standard Plans 6-29c, 6-29d,
and 6-29e (Traffic Calming Raised Crosswalk) including tack coat and
the pavement markings shown on Kent Standard Plans 6-29c and 6-
29e. Street signs shown on Kent Standard Plans 6-29c and 6-29e will
be installed by the City.
“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.
“Planing Bituminous Pavement” will be measured by the square yard.
Measurement shall be made upon actual square yards planed/grind,
regardless of the full planing capacity of the equipment used.
No measurement will be made for the installation, maintenance, and
removal of temporary pavement markings.
“Asphalt Cost Price Adjustment” will be calculated 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.
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:
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Project Number: 21-3001.1
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.
5-04.5 Payment
Payment will be made for each of the following Bid items that are
included in the Proposal:
The unit contract price per ton for “HMA for Full Width Overlay Class
1/2”, PG 58V-22” shall be full compensation for all costs incurred to
carry out the requirements of Section 5-04 for full width overlay
paving and asphalt thickened edge work, except for those costs
included in other bid items which are included in the Proposal. The cost
for anti-stripping additive and water shall be included in this bid item.
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 for pavement repair, pavement patching for curb
and gutter replacement, and pre-leveling work, except for those
costs included in other bid items which are included in the Proposal. The
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Project Number: 21-3001.1
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” 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 for full width overlay and pavement repair areas, 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. Where the plans or the Engineer direct the
Contractor to plane pavement at a thickness greater than two (2)
inches (e.g. pavement repair areas, transitions, etc.), Planing
Bituminous Pavement shall be paid according to the following formula:
actual depth in inches
(square yards) x 2 inches = quantity
For example, if the Contractor is directed to plane pavement 8 inches
thick and 100 square yards then the quantity would be:
8
100 SY x 2 = 400 SY No other compensation shall be allowed.
No payment will be made for temporary pavement markings.
Temporary pavement markings shall be incidental to the project and
cost shall be included in the various items of the Contract.
The unit contract price per square yard for “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.
“Asphalt Cost Price Adjustment”, by calculation.
The unit contract price per each for “Speed Cushion” shall be full
compensation for furnishing all labor, materials, tools, supplies, and
equipment necessary to install a traffic calming speed cushion as shown
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Project Number: 21-3001.1
on the plans and Kent Standard Plans 6-29a and 6-29b, except for
costs included in other bid items on the bid proposal form. All
pavement marking costs for pavement markings to be installed
per Kent Standard Plans 6-29a and 6-29b shall be included in
the unit cost per each for “Speed Cushion”. Speed cushion street
signs shown on Kent Standard Plan 6-29a will be installed by the City.
The unit contract price per each for “Raised Crosswalk” shall be full
compensation for furnishing all labor, materials, tools, supplies, and
equipment necessary to install a traffic calming raised crosswalk as
shown on the plans and Kent Standard Plans 6-29c, 6-29d, and 6-29e,
except for costs included in other bid items on the bid proposal form.
All pavement marking costs for pavement markings to be
installed per Kent Standard Plans 6-29c, 6-29d, and 6-29e shall
be included in the unit cost per each for “Raised Crosswalk”.
Street signs shown on Kent Standard Plans 6-29c and 6-29e will be
installed by the City.
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Project Number: 21-3001.1
DIVISION 7 – DRAINAGE STRUCTURES, STORM SEWERS,
SANITARY SEWERS, WATER MAINS, AND CONDUITS
7-04 STORM SEWERS
THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED
WITH THE FOLLOWING:
7-04.2 Materials
The following pipe types and materials are accepted for drains, culverts,
and storm sewers for this project. The Contractor has the option of
choosing the material except for those pipes specified on the plans to
be a specific material.
Ductile Iron Pipe Class 50 (Unlined) ............... 9-05.13
7-04.3 Construction Requirements
7-04.3(1) Cleaning and Testing
SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-04.3(1)A General
All storm drain pipe including the downstream system shall be
thoroughly cleaned to remove any solids or construction debris that
may have entered the pipe system during construction.
The Contractor shall be responsible to insure that materials flushed
from the storm drain is trapped, removed, and does not enter the
downstream drainage system.
SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
7-04.3(1)G Television Inspection
All new City storm drain extensions, 24-inch diameter and smaller shall
be TV camera inspected by the City Utility Department and accepted
prior to placing final crushed rock surfacing and pavement. All
construction except final casting adjustments must be completed and
approved by the Inspector prior to the TV inspection. The manholes and
catch basins must be set to grade, channeled, and grade rings set in
place prior to TV inspection. Castings must be removed for paving, and
fully grouted in place after paving.
SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-04.5 Payment
The unit contract price per lineal foot for “Ductile Iron Storm Sewer
Pipe, Inch Diameter Class 50” shall be complete compensation
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Project Number: 21-3001.1
for all labor, materials, tools, supplies and equipment necessary to
furnish and install the pipe at the locations shown on the plans and
described in the specifications. The bid item price includes but is not
limited to: trench excavation; unsuitable material excavation, hauling,
dewatering; backfill and compaction (when native material is to be
used), surface restoration, and cleanup. The bid price shall also include
fittings, tees, couplings, gaskets, connection to new or existing storm
pipes, catch basins, or ditches, testing, coordination for TV inspection,
and additional costs for overtime work when working on weekends.
7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS
SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-05.3 Construction Requirements
All manholes and catch basins shall be precast concrete units and shall
conform to Kent Standard Plans 4-1, 4-2, 5-1 and 5-2 unless specified
otherwise. Minimum height for Type 1-48 inch, 54 inch, and 60 inch
manholes shall be 5 feet. Manholes under 5 feet in height shall conform
to Kent Standard Plan 4-2.
All manholes and Type II and III CB structures shall be equipped with
the drop rung type manhole steps and ladders in accordance with Kent
Standard Plan 4-5. The ladder shall be secured from top to bottom,
inside the structure wall. No 4 foot hanging ladder sections are allowed.
The sanitary sewer manholes shall be fully channeled to conform to the
inside diameter of the sewer line from invert to spring line, then the
channel shall be vertical to the top of the pipe. The top edge of the
channel shall have a radius of 1/2 to 3/4 inch. The shelves shall slope
at 2 percent to the top of the channel. All manhole section joints and
pick holes shall be filled with grout and smooth finished outside and
inside after installation.
All manhole penetrations, lifting holes, barrel joints (interior or
exterior), risers, frames, and any other location determined by the
Engineer, shall be sealed to prevent infiltration. The Contractor shall
submit proposed sealing product literature to the Engineer for
acceptance, prior to use.
Manhole frame and covers shall be cast gray or ductile iron and shall
comply with the following Kent Standard Plans as applicable:
4-3 Standard Manhole Frame and Locking Cover
Catch basin grates and solid covers shall be ductile iron and of the
locking type unless indicated otherwise on the plans and shall be in
accordance with Kent Standard Plans 5-4 through 5-16 as applicable.
Miscellaneous catch basin details shall be in accordance with Kent
Standard Plan 5-3.
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Project Number: 21-3001.1
Care must be taken to insure that pressures exerted on the soils
beneath the manholes and the adjacent mains are approximately
uniform. Unequal soil pressures may result in excessive settlement at
manholes. A spread foundation or other measures may be required to
reduce the unit load imposed by the manhole.
PVC pipe adaptors shall be KOR-IN-SEAL type flex joints or sand collars
or other materials as approved by the Engineer to permit slight
differential movement. All pipe materials other than the above shall be
mudded directly into the manholes and catch basins using a smooth
forty five (45) degree bevel from the pipe to the structure meeting
ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches
inside the structure unless approved otherwise by the Engineer.
Block lettering is required on the top surfaces of storm drain castings,
and shall read as follows:
“OUTFALL TO STREAM, DUMP NO POLLUTANTS”
SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-05.3(1) Adjusting Manholes and Catch Basins to Grade
All construction in performing adjustments of existing or new utilities
shall conform to the WSDOT Standard Specifications, Standard Plans,
Kent Standard Plans and the Kent Special Provisions.
Locating all new and existing utilities to be adjusted following the
paving shall be the responsibility of the Contractor. The Contractor shall
mark or reference all affected utilities including traffic loops prior to
paving. Should it be determined by City personnel upon inspection or
by notification from other utility companies that the Contractor has
failed to adjust existing utilities, the Contractor shall be responsible for
completing the adjustments, at no additional cost to the utility company
or the City, even if the Contractor has vacated the project site.
If the Contractor neglects to reference utilities prior to paving, and for
example causes conflicts with or damage to traffic loops, the Contractor
shall be responsible to relocate or replace the traffic loops at no
additional cost to the City.
No less than 4 inches or greater than 16 inches shall be provided
between the top of the cone and the underside of the manhole frame
for adjustment to street grade or ground surface. Final elevation and
slope of the frame and cover shall conform to the final street surface.
All joints in the brick or ring adjustment shall be filled with grout, and
the castings shall be sealed in grout placed on the ring or brick. A 3/8
inch mortar lining shall be installed inside and out of the adjustment
section to form a smooth watertight finish. NOTE: The use or presence
of wood, asphalt, expansion joint material or other non-approved
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Project Number: 21-3001.1
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 cementatious materials only.
Wood, plastic, iron, aluminum, bituminous or similar materials are
prohibited.
On the following day, the concrete, the edges of the asphalt concrete
pavement, and the outer edge of the casting shall be painted with hot
asphalt cement. Asphalt concrete shall then be placed and compacted
with hand tampers and a patching roller. The completed patch shall
match the existing paved surface for texture, density, and uniformity of
grade. The joint between the patch and the existing pavement shall
then be painted with hot asphalt cement or asphalt emulsion and shall
be immediately covered with dry paving sand before the asphalt
cement solidifies.
7-05.3(6) Storm Drain Marking
The pavement adjacent to all new catch basins shall be marked with
the following standard pollution prevention button:
The Contractor is responsible for installation of the buttons. Markers for
publicly owned catch basins will be provided by the City.
2021 Asphalt Overlays/Smith 7 - 5 May 6, 2021
Project Number: 21-3001.1
7-05.3(7) Relocate Existing Catch Basin
The existing catch basin assemblies indicated to be relocated shall be
carefully removed to avoid damage. The Contractor will then install the
catch basin at the location indicated on the plans so that the assembly
will function as shown on the plans.
SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-05.5 Payment
The unit contract price per each for “Catch Basin, Type 1” constitutes
complete compensation for furnishing all labor, materials, tools,
supplies, and equipment necessary to install 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; referencing for future
locates prior to final overlay; and storm drain stenciling.
“Adjust Existing Manhole Cover to Finished Grade”
“Adjust Existing Catch Basin 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; referencing for future
locates prior to final overlay; and installing City provided storm drain
markers. 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.
2021 Asphalt Overlays/Smith 7 - 6 May 6, 2021
Project Number: 21-3001.1
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
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 Circular Frame and Cover and Adjust to
Finished Grade”
“Replace Existing Manhole Rectangular Frame and Cover with 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.
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
2021 Asphalt Overlays/Smith 7 - 7 May 6, 2021
Project Number: 21-3001.1
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 “Bolt Down Catch Basin Frame and
Grate” constitutes complete compensation for all labor, materials, tools,
supplies and equipment necessary to furnish and install the new frame
and cover or grate as shown on the plans and described in the
specifications. This price shall also include adjusting the new frame and
cover or grate to match final grades. Any adjustments made prior to
the final finished elevation shall be considered incidental.
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS
SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.2 Materials
All pipe shall be of the type and material specified in the bid proposal,
shown on the plans or specified herein.
All materials used for construction of sanitary sewer and storm drainage
systems and appurtenances shall be new and undamaged. All materials
used shall be subject to inspection by the City prior to use. The
Contractor shall provide the City with shop drawings, manufacturer’s
specifications and certificates of materials as requested.
The materials referred to herein, shall conform to the applicable
provisions of the WSDOT Standard Specifications, the Kent Special
Provisions and the manufacturer’s recommended installation
procedures. See the following Sections of the WSDOT Standard
Specifications and the Kent Special Provisions:
Hot Mix Asphalt ............................... 5-04.2
Cement Concrete Pavement .............. 5-05.2
Culvert Pipe .................................... 7-02.2
Storm Sewers ................................. 7-04.2
Manholes, Inlets and Catch Basins...... 7-05.2
Sanitary Sewer ................................ 7-17.2
Side Sewers .................................... 7-18.2
Crushed Surfacing ........................... 9-03.9(3)
Gravel Backfill for Pipe Zone Bedding .. 9-03.12(3)
Gravel Borrow ................................. 9-03.14(1)
Foundation Material Class I and II ...... 9-03.17
Bank Run Gravel for Trench Backfill .... 9-03.19
7-08.3 Construction Requirements
SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2021 Asphalt Overlays/Smith 7 - 8 May 6, 2021
Project Number: 21-3001.1
7-08.3(1)A Trenches
If well points are used for dewatering pipe trenches, they shall be
adequately spaced to provide the necessary dewatering and shall be
sandpacked and/or other means used to prevent pumping of fine sands
or silts from the sub-surface. A continual check by the Contractor shall
be maintained to insure that the sub-surface soil is not being removed
by the dewatering operation.
Once commenced, the dewatering operation shall be continuous until
construction and backfilling in the dewatered area is complete. Pump
shutdown shall be accomplished in an approved gradual manner. The
Contractor shall provide enough facilities and personnel to maintain
continuous operation once commenced. Such continuous operation shall
be the responsibility of the Contractor.
In the event of damage to the trench foundation as determined by the
Engineer, or to the ditch walls, or other operations resulting from the
failure of the Contractor to maintain the dewatering operation, the
complete cost of all repairs shall be borne by the Contractor.
It shall be the sole responsibility of the Contractor to dispose of all
waters resulting from its dewatering operation. This responsibility also
includes choice of method, obtaining regulatory agency approvals,
complying with state water quality standards and other agency
requirements.
Each individual project and dewatering operation shall be evaluated
individually to determine exact requirements; however, in general the
following conditions will apply.
1. Disposal into the existing storm drain facilities (pipes, channels,
ditches, etc.) may be acceptable if the Contractor obtains the
necessary permits and approvals.
2. Discharge to existing storm drain facilities shall not result in a
violation of state water quality standards for surface water,
Chapter 173-203 WAC.
3. The Contractor shall monitor discharge and receiving water(s) as
required to verify that water quality standards are being met.
4. If necessary to meet standards and approval requirements, the
Contractor shall treat the water prior to discharge. A settling pond
may be an acceptable method of treatment.
Any damage, as determined by the Engineer to properties or
improvements resulting from an inadequate disposal (water) operation
shall be the responsibility of the Contractor, including repairs,
replacements and/or restoration.
Where required or where directed by the Engineer, stabilization of the
trench bottom shall be in accordance with Section 7-08.3(1)A of the
WSDOT Standard Specifications. Excavation of the unsuitable material
2021 Asphalt Overlays/Smith 7 - 9 May 6, 2021
Project Number: 21-3001.1
shall be considered as trench excavation. The unsuitable material shall
be disposed of by the Contractor.
Backfill unsuitable material excavations with Foundation Material Class I
or II meeting the requirements of Section 9-03.17 of the Kent Special
Provisions with the class called for in the bid proposal, on the plans or
by the Engineer in the field.
Trench excavation shall include the required pavement removal for
construction of the trench. See Section 2-02.3(3) of the Kent Special
Provisions.
SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.3(1)C Bedding the Pipe
Bedding shall be placed in accordance with Standard Plan B-55.20-00.
Bedding material shall be in accordance with Section 9-03.12(3) of the
Kent Special Provisions.
Bedding material shall be tamped in layers under, around and above
the pipe to adequately support and protect the pipe. The Contractor
shall use compaction equipment approved by the Engineer to obtain
adequate compaction of the bedding material. Unless otherwise
approved by the Engineer, adequate compaction shall be construed to
mean to at least 95 percent of the maximum density measured in
accordance with ASTM D-1557.
The pipe shall be protected from damage when compacting. At least
two feet of cover is required over the pipe prior to using heavy
compaction equipment.
SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.3(2)B Pipe Laying - General
At locations of pipe crossing between new or existing pipes the
minimum vertical clearance shall be one and one-half foot unless
otherwise approved by the Engineer. If this clearance cannot be
obtained, the Contractor shall install a 2-inch thick 1-2 PSF styrofoam
cushion between the pipes. The cushion shall be installed longitudinally
with the lower pipe. The cushion width shall be equal to the lower pipe
diameter and the length shall be one foot greater than the upper pipe
diameter.
It should be noted that field adjustment of specified slopes for storm
and sanitary side sewers are permissible, if approved by the Design
Engineer, to obtain the minimum clearances.
External or internal grouting or repair by use of collars on the new
sanitary or storm sewer line will not be an acceptable means of repair,
should repair be necessary.
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Project Number: 21-3001.1
All pipe, adaptors, tees, and other fittings shall be used for the purpose
intended by the manufacturer and shall be installed according to
manufacturer’s recommendations.
SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.3(2)G Jointing of Dissimilar Pipe
Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe
will be done by the use of Cast Transition or reducing couplings (Romac
501 or equivalent).
SECTION 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.3(2)H Sewer Line Connections
Where indicated on the plans or where directed by the Engineer,
connections shall be made to the existing storm drain/sewer systems
by the Contractor in accordance with applicable portions of the WSDOT
Standard Specifications and Kent Special Provisions in a workmanlike
manner satisfactory to the Engineer.
SECTION 7-08.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
7-08.3(2)J Pipe Laying - PVC
For PVC pipe, the Contractor shall maintain a cover over the pipe to
prevent temperature deformation caused by the sun and shall remove
such cover only for a sufficient time to allow the pipe to be installed.
When making field cuts of PVC pipe, a new reference line shall be
marked on the spigot end a distance of 4-5/8 inches from said end.
Said end will provide a visual means of determining whether full
insertion of the spigot into the bell has been made during installation.
SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.3(4) Plugging Existing Pipe
Existing pipes being plugged shall be plugged with concrete at both
ends and shall otherwise be in accordance with Section 7-08.3(4) of the
WSDOT Standard Specifications.
SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
7-08.3(5) Street Restoration
Unless otherwise shown on the plans, street restoration shall be in
accordance with the following requirements:
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Project Number: 21-3001.1
Where cuts have been made in either asphalt concrete pavement,
or in oil mats, the Contractor shall reconstruct the trench areas
with a 3 inch thick asphalt concrete patch placed on a 2 inch
thickness of crushed surfacing top course over a 4 inch thickness
of crushed surfacing base course or as directed by the Engineer in
the field. However, where cuts have been made in an asphalt
concrete pavement section to be overlayed, the Contractor shall
reconstruct the trench with a 2 inch thick asphalt concrete patch
with a 2 inch asphalt overlay for a total of 4 inches of asphalt
concrete pavement over 2 inches of crushed surfacing top course
over 4 inches crushed surfacing base course.
In all cases, the asphalt and crushed surfacing thickness for the
patch shall meet or exceed the existing pavement section. Upon
approval of the Engineer, Controlled Density Fill may be used to
back fill the narrow trenches where it is difficult to compact
crushed surfacing. In these cases the asphalt concrete layer shall
increase to a minimum of 2 inches greater than the existing
section.
Where cuts have been made in cement concrete pavement, the
Contractor shall reconstruct the trench area with a 6 inch thick
cement concrete patch placed on a 6 inch thickness of crushed
surfacing top course. In all cases, the cement concrete and
crushed surfacing thickness for the patch shall meet or exceed the
existing pavement section.
Where there is an existing asphalt overlay over cement concrete
pavement, the cement concrete shall be patched to original grade
as above and then overlaid with an asphalt concrete patch to
existing grade.
All gravel shoulders shall be restored to their original condition and
shape. The Contractor shall spread a 2 inch thick layer of crushed
surfacing on the shoulder. The shoulder shall be finished with a grader
after backfilling and compacting and before spreading the crushed
surfacing.
Permanent surface treatments and pavements shall not be placed until
an as-built survey and testing of the new underground utilities have
been completed. Verification that utility construction conforms to the
line and grade requirements of Section 7-08.3(2)B of the WSDOT
Standard Specifications shall be made by the Engineer prior to
authorizing paving to begin. Also, each new utility must pass all
appropriate tests specified herein for the type of utility prior to paving.
7-12 VALVES FOR WATER MAINS
SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH
WITH THE FOLLOWING:
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Project Number: 21-3001.1
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
All valves shall have valve boxes installed with the cover lugs parallel to
the direction of water flow.
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 Water and Sewer 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. The center of each structure
shall be relocated from previously referenced measurements,
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
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Project Number: 21-3001.1
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. The center of each structure
shall be relocated from previously referenced measurements,
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.
SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-12.4 Measurement
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 3-7.
Payment for valve marker posts shall be incidental to the installation of
new water valves, unless a specific bid item is included in the project
proposal. The unit contract price per each for “Valve Marker Post”
constitutes complete compensation for all labor, materials and
equipment necessary or incidental to the installation of water valve
marker posts. Payment for the relocation and remarking of existing
valve marker posts shall be incidental to the project.
7-15 SERVICE CONNECTIONS
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Project Number: 21-3001.1
SECTION 7-15.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
7-15.4 Measurement
Measurement of “Adjust Existing Meter Box to Finished Grade” will be
made per each.
SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
7-15.5 Payment
The unit contract price per each for “Adjust Existing Meter Box to
Finished Grade” constitutes complete compensation for all labor,
materials, tools, supplies and equipment necessary to adjust the meter
box to final grade at the locations shown on the plans and described in
the specifications.
2021 Asphalt Overlays/Smith 8 - 1 May 6, 2021
Project Number: 21-3001.1
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:
Seed .................................... 9-14.3
Fertilizer ............................... 9-14.4
Mulch and Amendments .......... 9-14.5
Tackifier ............................... 9-14.5(7)
8-01.3 Construction Requirements
SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(1) General
Preventing and controlling pollution, erosion, runoff, and related
damage requires the Contractor to install temporary stormwater best
management practices (BMPs) as per the plans and as directed by the
City.
As site conditions dictate, additional BMPs may be required. The
Contractor shall anticipate the need for additional best management
practices and propose necessary changes to the City.
Should the Contractor fail to install the required temporary erosion and
sediment control (TESC) measures or to perform maintenance in a
timely manner, or fail to take immediate action to install additional
approved measures, all fines, cost of cleanup, costs for delays and
down time shall be borne by the Contractor.
All cost for this work shall be paid for under the unit contract bid prices.
The upgrading of the TESCP facilities shall not constitute a basis for
additional working days for this project.
The TESC facilities shall be in accordance with and conform to the Kent
Surface Water Design Manual, the WSDOT Standards Specifications,
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Project Number: 21-3001.1
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 waters 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
General Permit or if there is a suspected discharge that exceeds state
water quality standards.
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Project Number: 21-3001.1
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 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
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.
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Project Number: 21-3001.1
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) Item Bids
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.
All plant materials shall meet requirements of State and Federal laws
with respect to inspection for plant diseases and infestations. Inspection
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certificates required by law shall accompany each shipment of plant
material and submitted to the Engineer.
SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-02.2 Materials
Materials shall meet the requirements of the following sections:
Topsoil Type A, Type B, and Type C ............. 9-14.2(1), (2), (3)
Seed ....................................................... 9-14.3
Fertilizer .................................................. 9-14.4
Mulch and Amendments ............................. 9-14.5
Wood Cellulose Fiber ................................. 9-14.5(10)
Erosion Control Devices ............................. 9-14.6
Plant Materials .......................................... 9-14.7
Street Trees ............................................. 9-14.7(1)A
Stakes, Guys and Wrapping ....................... 9-14.8
Tree Ties ................................................. 9-14.8(1)
Water for Plants........................................ 9-25.2
Botanical identification and nomenclature of plant materials shall be
based on descriptions by Bailey in “Hortus Third” or superseding
editions and amendments.
8-02.3 Construction Requirements
SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(1) Responsibility During Construction
The Contractor shall at all times keep the planted areas free from
accumulations of waste materials or rubbish. Upon completion of the
planting work, the Contractor shall immediately remove all refuse and
debris resulting from the planting activities. The project will not receive
either preliminary or final approval if the cleanup does not meet with
the approval of the Engineer.
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,
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Project Number: 21-3001.1
bringing to grade about one and one-half foot below the top of the
planter by compaction by repeated watering.
Refer to Section 8-02.3(4) of the WSDOT Standard Specifications.
SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(7) Layout of Planting, Lawn and Seeding Areas
The location of plantings shall be according to the landscaping details,
unless otherwise directed by the Engineer. The Contractor shall layout
tree, shrub and herbaceous plant locations and receive the approval of
the Engineer before planting begins.
SECTION 8-02.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(8) Planting
All plants shall be carefully placed in excavated holes to prevent
damage to fibrous root systems during placement and backfilling
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
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given when physical completion of the project is imminent and the
environmental conditions are conducive to satisfactory growth.
SECTION 8-02.3(9)B IS DELETED AND REPLACED WITH THE FOLLOWING:
8-02.3(9)B Seeding and Fertilizing
Topsoil and all other unpaved and unsodded areas within easements and
right-of-way disturbed as part of this project shall be seeded. Hydroseeding
shall be the method of seed application. Hydroseed shall consist of a slurry
composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly
broadcast over areas to be seeded. All work shall conform in all respects to
Section 8-01 of the WSDOT Standard Specifications, except as modified
herein.
The Contractor shall notify the Engineer not less than 48 hours in
advance of any hydroseeding operation and shall not begin the work
until areas prepared or designated for hydroseeding have been
approved. Following the Engineer's approval, hydroseeding of the
approved slopes shall begin immediately.
Hydroseeding shall not be done during windy weather or when the
ground is frozen, excessively wet, or otherwise untillable.
Hydroseed mixture to be applied by an approved hydro seeder which
utilizes water as the carrying agent, and maintains continuous agitation
through paddle blades. It shall have an operating capacity sufficient to
agitate, suspend, and mix into a homogeneous slurry the specified
amount of seed and water or other material. Distribution and discharge
lines shall be large enough to prevent stoppage and shall be equipped
with a set of hydraulic discharge spray nozzles that will provide a
uniform distribution of the slurry.
The seed and fertilizer cannot be placed in the tank more than 30
minutes prior to application. The seed and fertilizer shall have a tracer
added to visibly aid uniform application. This tracer shall not be harmful
to plant and animal life. If wood cellulose fiber is used as a tracer, the
application rate shall not exceed 25 pounds per acre.
Areas where hydroseeding is not practical, must be seeded by approved
hand methods as approved by the engineer. When seeding by hand,
Contractor shall incorporate seed into the top 1/4 inch of soil.
The hydroseed slurry shall consist of the following materials mixed
thoroughly together and applied in the quantities indicated.
1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to
be mixed mechanically on the site or may be mixed by the dealer.
If seed is mixed on site, each variety shall be delivered in the
original containers bearing the dealer’s guaranteed analysis. If
seed is mixed by the dealer, the Contractor shall furnish to the
Engineer the Dealer’s guaranteed statement of the composition of
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Project Number: 21-3001.1
the mixture and the percentage of purity and germination of each
variety.
Grass seed shall be purchased from a recognized distributor and
shall be composed of the varieties mixed in the proportions
indicated in the WSDOT Standard Specifications and Kent Special
Provisions. Seed shall meet the minimum percentages of purity
and germination specified in Section 9-14.3 of the Kent Special
Provisions. Seed shall be applied at the rate of 120 pounds per
acre.
The Contractor shall protect seed from hydration, contamination,
and heating during delivery, storage, and handling. Seed shall be
stored in a cool dry location away from contaminants.
Mix A shall be used as the standard hydroseed mix unless
otherwise specified herein or on approved project plans.
Mix B shall be used exclusively for seeded areas adjacent to grass
lawns, within seeded medians, and within seeded traffic islands. In
addition, Mix B shall be used for all seeded areas not specifically
showing Mix A on the plans, or where otherwise directed by the
Engineer.
2. Water: The Contractor shall begin maintenance immediately after
seeding for a minimum of ten (10) weeks or longer as needed.
Water seeded areas before hydroseed slurry has completely dried
out. Water slowly and thoroughly with fine spray nozzle. Water the
hydroseeded areas at least twice daily (in the early morning and
late afternoon) until the grass is well established as determined by
the Engineer. Repeat watering operation as required by climatic
conditions to keep areas moist for a minimum period of 2 weeks
from the day of first watering and as necessary for healthy growth.
3. Mulch: As needed to meet requirements of Sections 8-01.3(11)A
and 9-14.5.
4. Fertilizer: All areas which are seeded shall receive fertilizer of the
following proportions and formulation applied at the rate of 400
pounds per acre. All areas which are seeded shall receive fertilizer
meeting the requirements of Section 9-14.4 of the Kent Special
Provisions.
Fertilizer shall not be applied on any creek sideslopes in order to
avoid contamination of these creeks.
5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per
1,000 square feet. The seed shall be applied by an approved hand
held spreader. The seed shall be evenly distributed over the
disturbed area. Apply seed mix after fertilizing and rake the seed
into the surface soil to a depth of 1/4-inch.
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Project Number: 21-3001.1
6. If the slurry is used for temporary erosion control it shall be applied
at the following rates:
EROSION CONTROL:
Seed 170 lbs/acre of “Mix A” unless otherwise directed
by Engineer.
Fertilizer 400 lbs/acre
Wood Fiber 2,000 lbs/ acre
Tackifier 80 lbs/acre
SECTION 8-02.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(9)D Inspection
Inspection of seeded areas shall be made upon completion of seeding
operations, at the end of the maintenance period, and at any time
during the maintenance period. The Contractor shall reseed, re-mulch
or re-fertilize as required to establish a uniform, thick stand of grass. A
uniform stand of grass shall be defined as any grass area with no spots
greater than one square foot.
Areas failing to show a uniform thick, healthy stand of grass after the
maintenance period shall be reseeded consistent with the Kent Special
Provisions at the Contractor's expense. Reseeded areas will be subject
to inspection for acceptance.
SECTION 8-02.3(9)E IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(9)E Protection and Care of Seeded Areas
Protect adjacent property, public walks, curbs and pavement from
damage. Do not place soil directly on paved surfaces. Locate all
underground utilities prior to the commencement of work. Keep streets
and area drains open and free flowing. Protect all seeding against wind,
storm, and trespassing. Replace any plants that become damaged or
injured. In seeded areas, treat and reseed damaged spots larger than
one square foot.
SECTION 8-02.3(11)A IS DELETED AND REPLACED WITH THE FOLLOWING:
8-02.3(11)A Mulch for Seeding Areas
Wood cellulose fiber mulch conforming to Section 9-14.5(10) of the
Standard Specifications shall be used where mulch is called for on this
project. The application rate shall be 2,000 pounds to the acre in
accordance with Section 8-01 of the WSDOT Standard Specifications.
Mulch shall be incorporated into the slurry of seed and fertilizer.
Mulch of the type specified in Section 9-14.5 shall be included in the
hydroseeding process. Wood cellulose fiber used as a mulch shall be
suitable for application with hydroseeders as specified in Section
8-01.3(9)B. The application of seed, fertilizer, and mulch shall be
required in a single operation for all seed applications, unless otherwise
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Project Number: 21-3001.1
directed. Mulch materials, shall be furnished, hauled, and evenly
applied at the rates indicated, and shall be spread on seeded areas
immediately after seeding unless otherwise specified.
Distribution of straw mulch material shall be by means of an approved
type mulch spreader, which utilizes forced air to blow mulch material on
seeded areas. In spreading straw mulch, the spreader shall not cut or
break the straw into short stalks. Straw mulch shall be applied at a rate
to achieve a loose, overall thickness of three (3) inches.
Areas not accessible by mulching equipment shall be mulched by
approved hand methods and shall achieve similar results.
Mulch sprayed on signs or sign structures shall be removed the same
day.
SECTION 8-02.3(11)B IS REVISED AS FOLLOWS:
8-02.3(11)B Bark or Woodchip Mulch
Revise all references in this section from bark or wood chip mulch to
“wood chip mulch.”
Add “A sample of the wood chip mulch shall be provided to the Engineer
or project Ecologist in a 1-gallon re-closable bag at least seven (7) days
prior to application.”
SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(13) Plant Establishment
The Contractor is responsible for maintaining all trees and shrubs in a
clean and thriving condition for a period of not less than two calendar
years. The period of maintenance shall begin upon final installation and
inspection of work, and subsequent written notification by the Engineer.
Maintenance shall include all necessary cleaning, weeding, pruning,
watering, and one supplemental feeding with approved fertilizer.
The Contractor shall water all trees and shrubs a minimum of once per
week during the months of June through September to establish the
vegetation during the dry summer months. Maintenance of this
watering schedule is critical to the survival of the trees and shrubs.
SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(14) Plant Replacement
The Contractor shall replace all trees and shrubs which, in the opinion
of the City Nursery Supervisor, have failed to establish themselves
during the maintenance period at its sole expense. All replacement
planting shall be conducted in conformance to these specifications.
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Project Number: 21-3001.1
SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-02.3(17) Plant and Site Protection During Entire Construction Period
The Contractor shall:
1. Protect existing trees to remain and new plants against injury and
damage, including but not limited to: cutting, breaking, or
skinning of roots, trunk or branches, or smothering by stockpiling
construction material, or compaction by equipment.
2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines
of all existing trees, so as not to damage the root systems.
3. Notify Engineer immediately if a conflict arises between
construction activity and the protection of trees and shrubs; alter
methods as necessary and as approved by the Engineer.
SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.5 Payment
The unit contract price per cubic yard for “Topsoil Type A” constitutes
complete compensation for all labor, materials, tools and equipment
necessary to supply and spread the topsoil in the areas shown on the
plans, or where directed by the Engineer. This item includes but is not
limited to the labor required for raking and compacting the topsoil,
cleanup and complete preparation ready for seeding.
The unit contract price per cubic yard for “Wood Chip Mulch” constitutes
complete compensation for all labor, materials, tools and equipment
necessary to supply and spread the wood chip mulch in the areas
shown on the plans, or where directed by the Engineer. This item
includes but is not limited to the labor required for raking the wood chip
mulch and cleanup.
8-03 IRRIGATION SYSTEMS
SECTION 8-03.1 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-03.1 Description
The work shall 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
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Project Number: 21-3001.1
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 8-03.5 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 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
“Pedestrian Curb”
“Cement Concrete Curb and Gutter”
“Cement Concrete Extruded Curb”
“Precast Sloped Mountable Curb”
“Precast Dual Faced Sloped Mountable Curb”
The unit contract price per linear foot for the above items 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.
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Project Number: 21-3001.1
8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES
SECTION 8-06.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-06.3 Construction Requirements
Cement Concrete Driveways shall be installed at the locations indicated
on the plans or where directed by the Engineer. See Kent Standard Plan
6-43.
Cement concrete driveways and associated cement concrete curb drops
shall be constructed using a 3-day mix. In addition, the Contractor shall
immediately implement temporary provisions for access so that no
driveway is out of service. Also the Contractor shall not simultaneously
work on more than one driveway serving a property.
SECTION 8-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-06.5 Payment
The unit contract price per square yard for “Cement Concrete Driveway,
8 Inch Depth, Reinforced” constitutes complete compensation for all
materials, labor and equipment required to install 8” thick cement
concrete driveway in accordance with the plans and specifications.
Reinforcing steel in the driveway shall be included in this bid item.
Reference Kent Standard Plan 6-43.
8-09 RAISED PAVEMENT MARKERS
SECTION 8-09.1 IS DELETED AND REPLACED WITH THE FOLLOWING:
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 Plans 6-73 and/or 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
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Project Number: 21-3001.1
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 6-73, RPM Substitution Patterns.
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,
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.
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Project Number: 21-3001.1
8-10 GUIDE POSTS
SECTION 8-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-10.1 Description
This work shall consist of furnishing and installing traffic pylons and
traffic plastic curb with flexible posts.
SECTION 8-10.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-10.2 Materials
The pylons shall be constructed of UV-stabilized thermoplastic
polyurethane (TPU). Pylons shall comply with Section 9-17.3 and
conform to the dimension in the Plans.
Reflective sheeting shall be one of the following preapproved products:
3M High Intensity Sheeting
Reflexite PC 1 000
Dura-brite
Plastic Curb shall be “Impact Recovery Systems- Tuff Curb” or approved
equal.
Flexible Post shall be “Impact Recovery Systems- Tuff Post -Flexible
Posts” or approved equal.
The flexible posts shall be consisting of a post and fixed base connected
by anti-twist reactive spring assembly to return the post to upright
position after impact.
The post shall be manufactured by flexible polypropylene plastic, 2.375-
inch diameter, yellow color, and 36-inch height with black cap on Tops,
with two bands of diamond grade yellow reflective bands.
Plastic Curb section shall be (40”x12”x3.5”) consisting of yellow curb
with two yellow raised pavement markers, and fixed bases.
One flexible post shall be installed in each plastic curb section.
SECTION 8-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-10.3 Construction Requirements
The pylon system shall be a surface mounted assembly that uses a
separate base with a detachable pylon held in place by means of a
locking device as shown in the Plans.
Installation of the pylon devices shall be with a bituminous adhesive
meeting the requirements of 9-02.1 (8) rather than the epoxy adhesive
specified in Section 9-26. The bituminous adhesive shall not be heated
above the maximum safe heating temperature recommended by the
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Project Number: 21-3001.1
manufacturer and shall not be applied at temperature greater than 425
degrees F nor less than 375 degrees F.
Plastic Curb and Flexible post components shall be installed and
connected together according to the manufacturer’s instructions.
The plastic curb shall be compatible with the flexible posts. The plastic
curb and flexible posts shall be installed together to perform as one
traffic device system. One flexible post shall be installed in each plastic
curb section.
The plastic curb shall be installed by using anchors.
SECTION 8-10.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-10.4 Measurement
Traffic pylon will be measured by the unit for each pylon furnished and
installed.
Flexible post will be measured by the unit for each flexible post
furnished and installed.
Plastic curb shall be measured by linear foot along the line of complete
plastic curb including the tapered end cap.
SECTION 8-10.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-10.5 Payment
The unit contract price per each for "Traffic Pylon" constitutes complete
compensation for all materials, labor, anchors, bolts, tools and
equipment necessary for furnish and install the traffic pylon as shown
on the drawings and in accordance with the Kent Special Provisions.
The unit contract price per each for "Flexible Post" constitutes complete
compensation for all materials, labor, anchors, bolts, tools and
equipment necessary for furnish and install the flexible post as shown
on the drawings and in accordance with the Kent Special Provisions.
The unit contract price per linear foot for "Plastic Curb" constitutes
complete compensation for all materials, labor, anchors, bolts, tools
and equipment necessary for furnish and install the plastic curb with
tapered ends as shown on the drawings and in accordance with the
Kent Special Provisions.
8-13 MONUMENT CASES
SECTION 8-13.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-13.2 Materials
New case riser for existing monument case and cover shall be:
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Project Number: 21-3001.1
East Jordan Iron Works Riser Part No. 00369594 (2-7/8”) for
existing 9-1/2” diameter case,
East Jordan Iron Works Riser Part No. 00369094 (3”) for
existing 8” diameter case,
FogTite 3” Riser (6#) for existing FogTite case.
SECTION 8-13.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-13.3 Construction Requirements
For monument case riser installation, the Contractor shall assume the
following riser quantities:
43 – 9-1/2” diameter risers
22 – 8” diameter risers
2 – FogTite risers
SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-13.5 Payment
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 6-72a and 6-72b.
The unit contract price per each for “Install New Monument, Case and
Cover to Finished Grade” constitutes complete compensation for
furnishing all labor, materials, tools, supplies, and equipment necessary
to install the new monument, case, and cover to finished grade as
shown on the plans and described in the specifications. This work
includes but shall not be limited to: excavating, backfilling,
compacting, surfacing and restoration. Reference Kent Standard Plan
6-72.
8-14 CEMENT CONCRETE SIDEWALKS
SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-14.1 Description
This work shall also consist of constructing wheel chair ramps at all
street intersections, curb return driveways, or other locations in
accordance with these specifications and in reasonable close conformity
to the dimensions and cross-sections shown in the plans and to the
lines and grades as staked by the Engineer.
2021 Asphalt Overlays/Smith 8 - 18 May 6, 2021
Project Number: 21-3001.1
8-14.3 Construction Requirements
SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
8-14.3(3) Placing and Finishing Concrete
The concrete shall be placed in the forms and struck off with an
approved straightedge. As soon as the surface can be worked, it shall
be troweled smooth with a steel trowel.
After troweling and before installing the contraction joints or perimeter
edging, the walking surfaces of the sidewalk and ramps shall be
brushed in a traverse direction with a stiff bristled broom. The curb face
and top on the monolithic cement concrete curb and sidewalk and the
cement concrete sidewalk with raised edge shall be smooth.
Expansion and contraction joints shall be constructed as shown in the
Standard plans. When the sidewalk abuts a cement concrete curb or
curb and gutter, the expansion joints in the sidewalk shall have the
same spacing as the curb. The expansion joint shall be filled to full
cross-section of the sidewalk with 3/8-inch premolded joint filler.
Sidewalk ramps shall be of the type specified in the plans. The
detectable warning pattern shall have the truncated dome shape shown
in the Standard Plans and may be formed by either embossing the wet
concrete, adding a manufactured material after the concrete has cured,
or installing masonry or ceramic tiles. When masonry or ceramic tiles
are used, the Contractor shall block out the detectable warning pattern
area to the depth required for installation of the tiles and finish the
construction of the concrete ramp. After the concrete has set and the
forms have been removed, the Contractor shall install the tiles using
standard masonry practices. The two-foot wide detectable warning
pattern area on the ramp shall be yellow and shall match the color of
“Standard Interstate Yellow” paint as specified in Formula K-2-83.
Yellow masonry paint for precast curbs, Formula H-3-83, may be used
for truncated dome patterns embossed into the concrete surface.
SECTION 8-14.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-14.3(5) Detectable Warning Surface
Detectable warning surface (Truncated domes) placed on asphalt 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 8-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-14.4 Measurement
2021 Asphalt Overlays/Smith 8 - 19 May 6, 2021
Project Number: 21-3001.1
“Detectable Warning Surface” will be measured by the square foot of
finished detectable warning surface labeled as bid items 1096 or 2096
on the plans and shall not include detectable warning surfaces that are
part of “Cement Concrete Sidewalk Ramp Type ___”.
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 with Raised Back”, per square yard
“Cement Concrete Sidewalk Ramp Type ”, per each
The unit contract price 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 and
wheelchair ramps 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 unit bid per square foot for “Detectable Warning Surface”
constitutes complete compensation for all materials, labor, tools and
equipment necessary to install the Vanguard detectable warning surface
per the manufacture’s recommendation and in full compliance with ADA
requirements. This bid item is only for detectable warning surfaces
(DWS) labeled as bid items 1096 or 2096 on the plans.
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.
2021 Asphalt Overlays/Smith 8 - 20 May 6, 2021
Project Number: 21-3001.1
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.
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.
8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT
TRANSPORTATION SYSTEMS, AND ELECTRICAL
SECTION 8-20.1 IS REVISED AS FOLLOWS:
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.
2021 Asphalt Overlays/Smith 8 - 21 May 6, 2021
Project Number: 21-3001.1
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
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.
2021 Asphalt Overlays/Smith 8 - 22 May 6, 2021
Project Number: 21-3001.1
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.
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:
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Project Number: 21-3001.1
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
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 price shall include but not be limited to: saw cutting the
pavement; the first 40 lineal feet of lead-in wire, sealing; connect new
wiring to existing home run cable; testing and any additional labor,
grinding to open and re-welding to close lids on junction boxes,
materials, tools, supplies and equipment necessary for the satisfactory
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Project Number: 21-3001.1
completion of said item. Bid item shall also include any sealing, and
restoration needed for loop and wire installation. Reference Kent
Standard Plans 6-98 and 6-99.
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 price shall include but not be limited to: saw cutting the
pavement; wiring; sealant; connect new wiring to existing home run
wire in the existing junction box; testing and any additional 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 sealing and
restoration needed for loop and wire installation. Please note, this bid
item will be paid based on the lineal footage of saw cutting, regardless
of the lineal footage or number of lead-in wire. Measurement begins
after the first 40’ of individual loop home run cable and saw cut or after
two or more loop wire/cuts are combined together to form a lead in.
8-21 PERMANENT SIGNING
8-21.3 Construction Requirements
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 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-21.3(5) Sign Relocation
Relocated signs shall be installed on new wood posts unless otherwise
specified on the plans, or by the Engineer.
SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-21.5 Payment
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Project Number: 21-3001.1
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.
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 parallel SOLID WHITE lines, 10-feet long, 24 inches wide,
and 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)
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Project Number: 21-3001.1
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
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.
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Project Number: 21-3001.1
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
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.
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Project Number: 21-3001.1
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
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.
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Project Number: 21-3001.1
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
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.
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Project Number: 21-3001.1
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.
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
”White Edge Line Paint Stripe” and “Double Yellow Centerline Paint
Stripe” shall be measured by the completed linear foot.
The measurement for “Single Solid Plastic Edge Line”, “Single Dotted
Plastic Edge Line”, “Plastic Stop Line (12 Inch Wide)”, “Plastic Stop Line
(24 Inch Wide)”, “Plastic Bike Lane Line”, “Plastic Dotted Bike Lane
Line”, and “Plastic White Line 4 Inch Wide” shall be measured by the
completed linear foot.
The measurement for all painted and profiled plastic lines (stripes) will
be based upon a marking system capable of simultaneous application of
two 4-inch lines with one 4-inch space between the two lines. No
deduction will be made for the unmarked area when the pavement
marking includes a skip stripe; and no additional measurement will be
allowed when more than one line can be installed on a single pass of
the marking system.
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
“Single Dotted Plastic Edge Line”, per linear foot
“Profiled Plastic Double Yellow Centerline”, per linear foot
2021 Asphalt Overlays/Smith 8 - 31 May 6, 2021
Project Number: 21-3001.1
“Profiled Plastic Wide Lane Line”, per linear foot
“Profiled Plastic Skip Lane Line”, per linear foot
“Profiled Plastic Two-Way Left Turn Lane Line”, per linear foot
“Plastic Stop Line (12 Inch Wide)”, per linear foot
“Plastic Stop Line (24 Inch Wide)”, per linear foot
“Plastic Bike Lane Line”, per linear foot
“Plastic Dotted Bike Lane Line”, per linear foot
“Plastic White Line 4 Inch Wide”, per linear foot
“Plastic Bike Lane Symbol With Arrow”, per each
“Plastic Pedestrian Symbol”, per each
“Plastic Pedestrian Symbol”, per each
“Plastic Railroad Crossing Symbol”, per each
”White Edge Line Paint Stripe”, per linear foot
“Double Yellow Centerline Paint Stripe”, per linear foot
All pavement marking costs for pavement markings to be installed per
Kent Standard Plans 6-29a and 6-29b (Traffic Calming Speed Cushion)
shall be included in the unit cost per each for “Speed Cushion”.
All pavement marking costs for pavement markings to be installed per
Kent Standard Plans 6-29c, 6-29d, and 6-29e (Traffic Calming Raised
Crosswalk) shall be included in the unit cost per each for “Raised
Crosswalk”.
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 the 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 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.
2021 Asphalt Overlays/Smith 9 - 1 May 6, 2021
Project Number: 21-3001.1
DIVISION 9 – MATERIALS
9-03 AGGREGATES
9-03.12 Gravel Backfill
SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION
AND REPLACING IT WITH THE FOLLOWING:
9-03.12(3) Gravel Backfill for Pipe Zone Bedding
Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not
allowed. All material shall conform with the following gradation:
Sieve Size Passing
3/4 Inch 100%
5/8 Inch 95 - 100%
1/4 Inch 45 - 65%
US No. 40 6 - 18%
US No. 200 7.5 max. %
% Fracture 75 min.
Sand Equivalent 40 min.
L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free
from wood waste, bark and other deleterious material.
9-03.14 Borrow
SECTION 9-03.14(1) IS DELETED AND REPLACED WITH THE FOLLOWING:
9-03.14(1) Gravel Borrow
Gravel Borrow material shall consist of pit-run granular material
conforming to the following gradation:
Sieve Size Percent Passing
3 Inch* 100
3/4 Inch 65 - 100
U.S. No. 4 25 - 70
U.S. No. 10 10 - 50
U.S. No. 40 0- 30
U.S. No. 200 0 - 5
Sand equivalent 50 min.
The maximum passing the U.S. No. 200 sieve is limited to five percent
(5%) based on the minus #4 inch fraction.
Sieve analysis shall be used to verify that this requirement is met.
Recycled materials such as broken concrete or asphalt, shall not be
allowed unless specifically authorized in advance by the Engineer.
2021 Asphalt Overlays/Smith 9 - 2 May 6, 2021
Project Number: 21-3001.1
Where additional materials are required to formulate the street sub-
base to the cross section denoted in the plans, said additional material
shall be Gravel Borrow.
* The maximum size of stone for geosynthetic reinforced walls or slopes
shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100
percent passing 1 inch square sieve. All other sieve values continue to
apply.
SECTION 9-03.17 IS DELETED AND REPLACED WITH THE FOLLOWING:
9-03.17 Foundation Material Class I and Class II
Foundation Material Class I and Class II shall be used to replace
unsuitable material removed from unstable pipe trench bottoms.
Foundation Material Class I and Class II shall conform to the following
gradations:
Percent Passing
Sieve Size Class I Class II
6” square 100 ---
4” square --- 100
2” square 0 65-85
1” square --- 40-70
1/4” square --- 20 max
All percentages are by weight.
In addition, all rock shall be sound, angular ledge rock or recycled
cement concrete pavement meeting the following specifications.
Suppliers of recycled cement concrete products shall have a quality
assurance program reviewed and approved by the City.
Each rock or piece of recycled cement concrete pavement shall have at
least two fractured faces.
Adsorption 3% max
(Corps of Engineers CRD-C-107)
Accelerated Expansion (15) days 15% max
Soundness 5% max loss
Density (solid volume) 155 pcf min
Specific Gravity 2.48 min
9-03.21 Recycled Material
SECTION 9-03.21(1)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2021 Asphalt Overlays/Smith 9 - 3 May 6, 2021
Project Number: 21-3001.1
9-03.21(1)D Recycled Glass (glass cullet)
Recycle glass (glass cullet) shall not be used for any purposes.
9-13 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK FOR
EROSION AND SCOUR PROTECTION AND ROCK WALLS
SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
9-13.8 Rock for Ditches
Rocks for ditches shall meet the following requirements for grading:
Sieve Size Percent Passing
12” 95 to 100
6” 40 to 60
3” 10 to 20
3/4” 0 to 5
9-14 EROSION CONTROL AND ROADSIDE PLANTING
9-14.2 Topsoil
SECTION 9-14.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.2(1) Topsoil Type A
Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 –
67% sand and/or sandy loam and 33 – 50% composted organic
material by volume. Total organic matter shall be at least 5% by dry
weight for areas where turf will be installed, and at least 10% by dry
weight for all other landscape areas. Organic matter shall be
determined by Loss-on-Ignition test. Acceptable tests include the most
current version of ASTM D2974 “Test Methods for Moisture, Ash, and
Organic Matter of Peat and Other Organic Soils,” and TMECC 05.07A
“Loss-On-Ignition Organic Matter Method.”
Compost-Amended Planting soil shall not contain any viable seeds or
roots capable of sprouting any State-listed noxious weed, or invasive
root-propagating plants including but not limited to horsetail, ivy,
clematis, knotweed, Scot’s broom, reed canary grass, Himalayan
blackberry, etc. Soil found to contain these prohibited viable plant
materials shall be removed and replaced at the Contractor’s expense.
A. The soil shall meet the following requirements.
1. The mixed soil shall meet the following gradation:
2021 Asphalt Overlays/Smith 9 - 4 May 6, 2021
Project Number: 21-3001.1
Screen
Size *
Percent
Passing
2 inch 100
1 inch 99-100
5/8” 90 – 100
1/4" 75-100
*Maximum particle length of 6 inches
B. Shall have a pH range between 5.5 and 8.5. The pH shall be
determined by soil test.
C. Organic material shall consist of composted yard debris or organic
waste material composted for a minimum of 3 months. Compost
shall consist of 100% recycled content and meet all requirements
for compost in Section 9-14.5(8) of the Standard Specifications.
D. Submit a certified laboratory analysis from an accredited soils
testing laboratory indicating the Material source and compliance
with all planting soil and compost specifications to the Engineer or
project Ecologist for approval no less than seven (7) days before
delivery to the Project Site. The analysis shall be with a sample
size of no less than 2 pounds.
E. Site specific soil testing (after placement of material) may be
required for projects requiring more than 50 cubic yards of
compost-amended planting soil A Contractor provided accredited
laboratory approved by the Engineer shall make recommendations
for amendments required for optimum growth at no cost to the
owner. The Contractor will be allowed five (5) Working Days to
complete the testing from the time of written notice given by the
Engineer.
F. A sample of the compost amended planting soil shall be provided
to the Engineer or project Ecologist in a 1-gallon re-closable bag at
least seven (7) days prior to application.
SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
9-14.2(4) Sandy Loam
Sandy loam shall consist of soil having a maximum clay content of ten
percent by weight. In addition, soil particles shall meet the following
requirements for grading:
Passing 1 inch sieve (square opening) ......... 100%
Passing 1 mm sieve .................................. 80% minimum
Passing 0.15 mm sieve .............................. 15% maximum
SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.3 Seed
2021 Asphalt Overlays/Smith 9 - 5 May 6, 2021
Project Number: 21-3001.1
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%
The Contractor shall submit to the Engineer the manufacturer's
Certificate of Conformance for seed. A complete analysis of the seed
shall be submitted to the City for approval including percent of pure
seed, germination, other crop seed, inert and weed and the germination
test date.
The City reserves the right to reject any or all plant material at any
time until final inspection or acceptance. The Contractor shall remove
rejected plants immediately from site. The Contractor shall produce
upon request sales receipt for all nursery stock and certificates of
inspection.
SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.4 Fertilizer
Fertilizer for trees: Fertilizer shall consist of slow-release commercial
fertilizer (6-10-8).
Fertilizer for upland seeded areas: Lilly Miller or approved equal to
provide the following nutrients: All areas which are seeded shall
receive fertilizer of the following proportions and formulation:
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%
2021 Asphalt Overlays/Smith 9 - 6 May 6, 2021
Project Number: 21-3001.1
(Analyzed as P205)
Available potassium ................ 10%
(Analyzed as K20)
Above percentages are proportioned by weight.
The Contractor shall deliver fertilizer to the site in original unopened
containers bearing manufacturer's chemical analysis, name, trade
name, trade mark, and indication of conformance to state and federal
laws. Instead of containers, fertilizer may be furnished in bulk with
certificate indicating the above information.
9-14.5 Mulch and Amendments
SECTION 9-14.5(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-14.5(8) Compost
Compost shall not contain any sawdust, straw, green or under-
composed organic matter, under-sterilized manure or toxic or otherwise
harmful materials.
SECTION 9-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
9-14.5(10) Wood Cellulose Fiber
Wood cellulose mulch shall be specially processed 100 percent virgin
wood fiber containing no growth or germination-inhibiting ingredients.
It shall be manufactured in such a manner that after addition and
agitation in slurry tanks with water, the fibers in the material will
become uniformly suspended to form a homogenous slurry. When
hydraulically sprayed on the ground, the material shall allow the
absorption and percolation of moisture.
Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier
or approved equal.
Organic matter content shall be at least 93 percent on an oven-dry
basis as determined by ASTM D 586. The moisture content shall be no
more than 15 percent as determined by oven dried weight. Each
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-
2021 Asphalt Overlays/Smith 9 - 7 May 6, 2021
Project Number: 21-3001.1
REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE
PLANS. “NO PARKING ANYTIME” signs shall have engineer grade retro-
reflectorized sheeting.
9-28.14 Sign Support Structures
SECTION 9-28.14(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-28.14(2) Steel Structures and Posts
Truss chords, struts, and diagonals, end posts, and end post struts and
diagonals for sign bridge structures and cantilever sign structures shall
conform to either ASTM A 36 or ASTM A 53 Grade B Type E or S. The
nominal pipe diameter and the pipe wall thickness shall be as specified
in the plans or Standard Plans. All other structural steel for sign bridge
structures and cantilever sign structures shall conform to ASTM A 36.
Truss member connection hardware shall conform to Section 9-06.5(3).
Pipe members for bridge mounted sign brackets shall conform to ASTM
A 53 Grade B Type E or S, and shall be Schedule 40 unless otherwise
specified. All other structural steel for bridge mounted sign brackets
shall conform to ASTM A 36. U bolts, and associated nuts and washers,
shall be stainless steel conforming to Section 9-28.11, and shall be
fabricated hot.
Anchor rods, nuts and washers for sign bridge structure foundations
shall conform to Section 9-06.5(4). Anchor rods for cantilever sign
structure foundations shall conform to ASTM F 1554 Grade 104,
including the appropriate supplemental requirements for grade and
manufacturer’s identification, and charpy impact testing (15 foot-
pounds minimum at 40F). Nuts and washers for cantilever sign
structure foundations shall conform to AASHTO M 291 Grade DH and
AASHTO M 293, respectively.
Anchor rods for sign bridge structures and cantilever sign structures
shall be galvanized after fabrication a minimum of 1’-0” at the exposed
end in accordance with AASHTO M 232. Anchor rod templates shall
conform to ASTM A 36, but need not be galvanized.
Steel sign structures and posts shall be galvanized after fabrication in
accordance with AASHTO M 111, unless noted otherwise in the plans.
All bolts, nuts, and washers shall be galvanized after fabrication in
accordance with AASHTO M 232. Unless otherwise specified in the plans
or Kent Special Provisions, metal surfaces shall not be painted.
Minor fabricating and modifications necessary for galvanizing will be
allowed if not detrimental to the end product as determined by the
Engineer. If such modifications are contemplated, the Contractor shall
submit to the Engineer, for approval six copies of the proposed
modifications, prior to fabrication.
2021 Asphalt Overlays/Smith 9 - 8 May 6, 2021
Project Number: 21-3001.1
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.
9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable
SECTION 9-29.3(2)I IS REVISED AS FOLLOWS:
9-29.3(2)I Twisted Pair Communication Cable
Replace “AWG 22” with “#AWG 19”.
THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ
AS FOLLOWS:
This cable shall be filled with a gel compound to resist water
penetration and migration unless otherwise specified by the plans.
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.
2021 Asphalt Overlays/Smith 9 - 9 May 6, 2021
Project Number: 21-3001.1
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.
SECTION 9-29.13 IS REVISED BY REPLACING THE LAST SENTENCE WITH THE
FOLLOWING:
9-29.13 Control Cabinet Assemblies
Traffic Signal Control Cabinet Assemblies shall meet the requirements
of NEMA TS2 Specification.
SECTION 9-29.13(1) IS REVISED BY REPLACING THE THIRD SENTENCE WITH
THE FOLLOWING:
9.29.13(1) Environmental, Performance, and Test Standards for Solid-State
Traffic Controller Assemblies
NEMA control assemblies shall meet or exceed current NEMA TS 2
Environmental Standards.
SECTION 9-29.13 (2) IS DELETED AND REPLACED WITH THE FOLLOWING:
9.29.13(2) Traffic Signal Controller Assembly Testing
Each traffic signal controller assembly shall be tested as follows. The
Contractor shall:
1. Prior to shipping, arrange controller cabinet testing with City of
Kent Transportation.
2. If the traffic signal control assembly passes all testing, the
Contractor will be notified the cabinet is ready for pick-up.
3. If the traffic signal control assembly fails testing, the Contractor
has 7 calendar days to repair or replace the failed components.
Once all repairs are completed, the testing will resume.
SECTION 9-29.13(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
9.29.13(3) Traffic Signal Controller
The traffic-actuated controller for all City traffic signals shall be a
Econolite Corp. Cobalt Controller.
SECTION 9-29.13(4) IS DELETED AND REPLACED WITH THE FOLLOWING:
9.29.13(4) Traffic-Signal Controller Software
2021 Asphalt Overlays/Smith 9 - 10 May 6, 2021
Project Number: 21-3001.1
Controller shall be provided with the most current software release that
operates fully with the City’s Cental System Software.
Current version of controller maintenance and operation documentation
shall be provided with each controller in an electronic format.
SECTION 9-29.13(5) IS REVISED AS FOLLOWS:
9-29.13(5) Flashing Operations
ADD THE FOLLOWING TO THE END OF THE FIRST PARAGRAPH:
When the cabinet is commanded to Flashing mode, the DC supply
voltage shall be removed from all loadswitches. The flash transfer
relays shall be de-energized during flashing operations.
REPLACE THE LAST SENTENCE IN ITEM 2 WITH THE FOLLOWING:
When the flash-automatic switch is changed to the automatic position,
the controller shall resume normal automatic operation with the display
and timing as it existed before the flash mode was enabled.
DELETE THE SECOND SENTENCE IN ITEM 3.
DELETE ITEM 4 IN ITS ENTIRETY.
REVISE ITEM 5 BY DELETING “at the beginning of major street green” IN THE
LAST SENTENCE.
SECTION 9-29.13(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE
END OF THE SECTION:
9-29.13(7) Wiring Diagrams
The cabinet wiring drawing shall also be provided in AutoCAD v2008
file. All cabinet wiring, and layout shall fit on (1) E1 size sheet, multiple
pages shall not be allowed. Component cut sheets and equipment
operating manuals shall be provided for devices used within the
controller cabinet.
SECTION 9-29.13(10)A IS REVISED AS FOLLOWS:
9-29.13(10)A Auxiliary Equipment for NEMA Controllers
ITEM 2 IS REPLACED WITH THE FOLLOWING:
2. Type P-1 controller cabinets shall include a fully-wired 16-position
back panel / load bay. Printed circuit-type load bay design is
not acceptable. The load bay shall be of the tilt down style
requiring no tools to swing it down; giving access to the back of
the load switches and all wiring behind the load bay. The cabinet
shall include the following additional components: twelve solid-
2021 Asphalt Overlays/Smith 9 - 11 May 6, 2021
Project Number: 21-3001.1
state load switches that conform to NEMA TS-2 specifications,
sixteen 4 channel half width detectors (Eberle Design, Inc Model
LMD624H or Reno A+ETM Model Y/2-200-ss or approved equal),
one TS2 Cabinet Power Supply rated at 5Amps (Eberle Design, Inc
Model PS250 or approved equal), six TS2 half width Bus Interface
Units (Eberlie Design, Inc Model BIU700H or approved equal), One
Opticom phase selector (Global Traffic Technologies Model 764 or
approved equal), twelve red output jumpers to short pin 1 to pin 3
on the loadswitch sockets and auxiliary accessories to provide a
complete and functional traffic signal control system.
ITEM 3c. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING:
A minimum of twenty AC neutral termination points shall be available
for field wire termination in the lower portion of the cabinet.
ITEM 3f. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING:
A minimum of ten earth ground unused termination points shall be
available for field wire termination in the lower portion of the cabinet.
ITEM 4 IS REPLACED WITH THE FOLLOWING:
4. A police panel located behind the police panel door shall be
equipped with a flash-automatic switch. See Section 9-29.13(5)
(above) for operational requirements.
ITEM 5 IS REPLACED WITH THE FOLLOWING:
5. An auxiliary control panel located inside the controller cabinet with
a Flash-Automatic switch, a Controller On-Off switch, and a Stop
Time switch. The Flash-Automatic switch shall put the signal on
Flash without applying Stop Time. The Stop Time switch shall
provide for application of stop time or disabling ALL other stop
time inputs. A ground fault interrupter-protected double outlet
shall also be provided on the panel. The panel shall be side or
bottom-hinged.
ITEM 6 IS REPLACED WITH THE FOLLOWING:
6. The conflict monitor shall be a Eberle Design Inc. EDI MMU2-
16LE(ip), or approved equal. See Section 9-29.13(2) of the Kent
Special Provisions for operational requirements. The unit shall
monitor conflicting signal indications at the field connection
terminals. The unit shall be wired in a manner such that the signal
will revert to Flash if the conflict monitor is removed from service
and the cabinet door is closed. Supplemental resistor loads, not to
exceed 10 watts per monitored circuit, shall be provided to prevent
monitor actuation caused by dimming or lamp burnout.
Supplemental loads shall be installed on the control side of the
field terminals, for the odd numbered phases and overlaps.
DELETE ITEM 7 IN ITS ENTIRETY.
2021 Asphalt Overlays/Smith 9 - 12 May 6, 2021
Project Number: 21-3001.1
ITEM 10 IS SUPPLEMENTED WITH THE FOLLOWING PARAGRAPH AT THE END:
10. No more than one wire shall be permitted per crimped terminal
lug. All terminals shall be identified in conformance to the cabinet
wiring diagram. All equipment input and output functions shall be
terminated on terminal blocks for easy access. The cabinet shall
contain a spare door indicator switch (normally closed contacts)
which will be wired to a terminal block for future use.
SECTION 9-29.13(10)C IS REVISED AS FOLLOWS:
9-29.13(10)C NEMA Controller Cabinets
ITEM 1 IS REPLACED WITH THE FOLLOWING:
1. The controller cabinet shall be a 44-inch wide Type P-1 and shall
be constructed of aluminum. Cabinets shall be finished inside with
an approved finish coat of exterior white enamel. The outside of
the aluminum cabinet shall be unfinished.
ITEM 2 IS REPLACED WITH THE FOLLOWING:
2. The cabinet shall contain shelving, brackets, racks, etc., to support
the controller and auxiliary equipment. All equipment shall set
squarely on shelves or be mounted in racks and shall be removable
without turning, tilting, or rotating or relocating one device to
remove another. The cabinet shall be provided with two (2) shelves
that are reinforced with a welded V channel, fabricated from 5052-
H32 0.125-inch thick aluminum with double flanged edges rolled
front to back. Slotted or round holes shall be provided on front and
back flanges for the purpose of tying off wire bundles. One
detector rack shall support (16) channels of loop detection, (1)
Buss Interface Unit (BIU) and (4) channel of Opticom™. This rack
shall be capable of using half width 4-channel loop amplifiers, half
width Buss Interface Unit (BIU) and both two channel or four
channel Opticom™ cards. The other three detector racks shall
support (16) channels of loop detection using half width 4-channel
loop amplifiers and one (1) half width Buss Interface Unit (BIU).
2021 Asphalt Overlays/Smith A - 1 May 6, 2021
Project Number: 21-3001.1
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.
STORM
5-1 Catch Basin Type I
5-3 Misc. Details for Drainage Structures
5-4 20”x24” Catch Basin Frame
5-5 20”x24” Vaned Grate
5-6 20”x24” Bi-Directional Vaned Grate
5-37 Storm Drain Markers
STREET
6-29a Traffic Calming Speed Cushion (sheet 1 of 2)
6-29b Traffic Calming Speed Cushion (sheet 2 of 2)
6-29c Traffic Calming Raised Crosswalk (sheet 1 of 3)
6-29d Traffic Calming Raised Crosswalk (sheet 2 of 3)
6-29e Traffic Calming Raised Crosswalk (sheet 3 of 3)
6-33 Cement Concrete Curbs
6-34 Curb and Sidewalk Joint Example
6-35 Expansion and Contraction/Control Joints
6-39 Cement Concrete Sidewalk Transition to Asphalt Shoulder
6-40 Sidewalk Thickened Edge and Raised Back of Sidewalk
6-72a Standard Monument, Monument Case, Cover and Riser
6-72b Alternate Diameter Monument Case Riser
6-73 Typical RPM Lane Markings
6-74 Typical Lane Markings
6-75 Thermoplastic Crosswalk Markings
6-76 Thermoplastic Arrows, Stop Bars & Only Legend
6-77 Fire Lane Marking
6-78 Railroad Warning Pavement Markings
6-79 Typical Pavement Markings
6-80 Symmetrical Left Turn Pocket Layout
6-81 Left Turn Pocket at End of Two Way Left Turn Lane Layout
6-82a Sign Post Installation Type A
6-98 Induction Loop Details
6-99 Induction Loop Installation Notes
6-100 Induction Loop Placement
SEE STANDARD PLANS 5-4 THRU 5-9 AND 5-12
MIN.
EACH SIDE
EACH CORNER
(WEIGHS 2170 LBS.)
6" WEIGHS 200 LBS.
12" WEIGHS 580 LBS.
PRECAST BASE SECTION
RECTANGULAR ADJUSTMENT SECTION
FRAME AND GRATE
#3 BAR
#3 BAR
#3 BAR EACH WAY
ONE #3 BAR HOOP FOR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
6" OR 12"
5"
5"
20
"
30
"
24"34"
4" MI
N. (
T
Y
P.)
21"
44"
4"
3"
22
"26"
NOTES:
412" TO 9"
DEPENDING
ON FRAME
AND GRATE
REQUIRED
STATION AND OFFSET POINT WHEN DESIGN AND
LAYOUT PROVIDED BY THE CITY OF KENT, UNLESS
OTHERWISE NOTED ON THE PLANS
1.CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH
AASHTO M 199, (ASTM C 478, & ASTM C 890) UNLESS
OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT
STANDARD SPECIFICATIONS.
2.AS AN ACCEPTABLE ALTERNATE TO REBAR, WELDED WIRE
FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES
PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL
COMPLY TO AASHTO M 221 (ASTM A 1064). WIRE FABRIC
SHALL NOT BE PLACED IN THE KNOCKOUTS.
3.PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR
KNOCKOUTS. THE KNOCKOUT DIAMETER SHALL NOT
EXCEED 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2" MINIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN
THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE.
4.ALL JOINTS IN THE BRICKS, GRADE RINGS, RISERS AND
CASTINGS SHALL BE SEATED IN MORTAR. PICK HOLES,
CRACKS AND ANY OTHER JOINTS SHALL BE FINISH
GROUTED TO PROVIDE A WATERTIGHT STRUCTURE.
5.THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE
LOWEST PIPE INVERT SHALL BE 5 FEET. DEPTHS GREATER
THAN 5 FEET REQUIRE UPSIZING TO A TYPE II STRUCTURE.
6.NON-CEMENTITIOUS MATERIALS ARE NOT ALLOWED IN
SETTING OF FRAMES TO FINAL FINISH GRADE.
MORTAR (TYP.)
I.E.
18"
(TYP.)
INSTALL MANHOLE
ADAPTER, "SAND
COLLAR" FOR PVC
AND HDPE PIPES OR
AS REQUIRED BY
OTHER PIPE TYPES
MORTAR (TYP.)
5'-0"
MAX.44"
30"
TYPICAL SECTION
MAX. INSIDE
DIAMETER
PIPE ALLOWANCES
PIPE MATERIAL
SOLID WALL PVC
(WSDOT STD. SPEC.
9-05.12(1))
REINFORCED OR
PLAIN CONCRETE
ALL METAL PIPE
15"
15"
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.
PIPE SHALL NOT PROTRUDE
MORE THAN 2" INTO
STRUCTURE
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.
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"
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.CATCH BASIN MARKER SHALL BE AFFIXED WITH MANUFACTURER'S EPOXY IN DRY WEATHER, 40 DEGREES AND WARMER. IF CURB EXISTS,
MARKER IS PLACED ON TOP OF CURB. IF RAISED EDGE PAVEMENT, MARKER PLACEMENT IS ON THE WEDGE. IF NEITHER EXIST, MARKER
WILL BE PLACED ON SIDE LEAST EXPOSED TO TRAFFIC.
PUBLIC CATCH BASIN MARKER
PRIVATE CATCH BASIN MARKER
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
NOTES:
1. SIGNS AND MARKINGS TYPICAL BOTH DIRECTIONS.
2. SEE STANDARD PLANS 6-82 & 6-83 FOR SIGN INSTALLATION.
3. A TEMPLATE MUST BE USED IN SHAPING THE SPEED CUSHION.
4. SPEED CUSHION MUST BE MADE IN TWO LIFTS.
5. 2" OVERLAY NOT REQUIRED FOR NEW PAVEMENT OR EXISTING
PAVEMENT DETERMINED TO BE IN GOOD CONDITION BY THE
ENGINEER.
A
B
EXISTING CURB
AND GUTTER
SEAL COAT ENTIRE AREA
SEE SPEED CUSHION SIDE
TAPER DETAIL (TYP), SHEET 21'2'1'18"1'22'6'2'1'DRIVING LANECENTER ON LANE6'
YELLOW CENTERLINE (SEE
STANDARD PLAN 6-73),
EXTEND CENTERLINE
OVER AND 30' IN
ADVANCE OF CUSHION.
SPEED CUSHION
MARKING DETAIL
NTS
12'
90'
2" OVERLAY THIS AREA
25'25'
8'6'
8'6'
10'
BUTT
JOINT
10'
BUTT
JOINT
THERMOPLASTIC
LETTERING (TYP.)
SEE STANDARD
PLAN 6-76.
DISTANCE TO SIGN
(150'-700')
TO BE DETERMINED IN
THE FIELD BY THE
ENGINEER
USE SINGULAR ("BUMP") ON SIGNS WHERE
ONLY ONE SPEED CUSHION IS INSTALLED.
30"x30" BLACK ON YELLOW, 4" LETTERING
W13-1, 18"x18"
1' WIDE THERMOPLASTIC STRIPE
B
A
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.
SPEED CUSHION SECTION A-A
NO SCALE
CL
TYP CURB
1'1'
SEE DETAIL BELOW
SPEED CUSHION SECTION B-B
NO SCALE
6' TYP.ASPHALT PAVEMENT
HMA CLASS 1/2"
TACK COAT
EXISTING PAVEMENT
12'
SPEED CUSHION EDGE (TYP)
COMPACTED DEPTHS
SEE DETAIL BELOW
6'
6"
TYP
0 0.64 1.22 1.75 2.22 2.64 3.00 3.31 3.56 3.75 3.89 3.97 4.00"
0 0.56 1.07 1.53 1.94 2.31 2.63 2.89 3.11 3.28 3.40 3.48 3.50"
0 0.48 0.92 1.31 1.67 1.98 2.25 2.48 2.67 2.81 2.92 2.96 3.00"
4" SPEED CUSHION
3.5" SPEED CUSHION
3" SPEED CUSHION
CL
1'1'
TYP CURB
VARIES"1'4'1'VARIES"
PLANE 1/2" OFF
EXISTING PAVEMENT
PLANE 1/2" OFF
EXISTING PAVEMENT
2'1'1'2'
NOTE:
1. MAXIMUM ALLOWABLE CONSTRUCTION CLEARANCE TOLERANCE
MEASURED AT THE PEAK HEIGHT OF THE SPEED CUSHION SHALL
BE BETWEEN 0.25 INCH BELOW AND 0.50 INCH ABOVE THE
DESIRED HEIGHT.
TACK COAT EXISTING
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.
RPM TYPE III, YELLOW ON
STREETS WITH MARKED
CENTERLINE, TYP.
10' LONG, 24" SOLID
WHITE PLASTIC MARKINGS
PER STD DETAIL 6-75
RAISED CROSSWALK
MARKING DETAIL
NTS
6'10'6'
2'
2' WIDE BY 1/2" DEPTH
ASPHALT TOE GRIND
TYP. BOTH SIDES
WHITE PLASTIC MARKINGS
PER WSDOT STD PLAN M-24.60
"SPEED BUMP SYMBOL"CENTERED
IN LANE
A
A
5'-7'TYP.4'1'1'PAVEMENT WIDTHSIGNS
SEE STANDARD
PLAN 6-29e
SIGNS
SEE STANDARD
PLAN 6-29e
22'
SEAL COAT
ENTIRE AREA
SEE SECTION A-A
ON 6-29d
BB
SEE SECTION B-B
ON 6-29d
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.
RAISED CROSSWALK SECTION B-B
NO SCALE
6' TYP.
ASPHALT PAVEMENT
HMA CLASS 1/2"TACK COAT
EXISTING PAVEMENT
22'
RAISED CROSSWALK EDGE (TYP)
COMPACTED DEPTHS
SEE DETAIL BELOW
6'
6"
TYP
0 0.48 0.92 1.31 1.67 1.98 2.25 2.48 2.67 2.81 2.92 2.96 3.00"3" MIN., 3.5" MAX
TOLERANCE.
RAISED CROSSWALK
CL
TACK COAT EXISTING
PAVEMENT
2' WIDE BY 1/2"
DEPTH ASPHALT TOE
GRIND. BOTH SIDES
2' WIDE BY 1/2"
DEPTH ASPHALT TOE
GRIND. BOTH SIDES
2' WIDE BY 1/2"
DEPTH ASPHALT TOE
GRIND. BOTH SIDES
SECTION A-A (CURB AND GUTTER)SECTION A-A (SHOULDER)
1'-2'54" TAPER
STANDARD CLASS D OR
CLASS C MIX, TYP.
TACK COAT (TYP)
54" TAPER
GUTTER
MAX
CURB
FACE
48" MIN.
54" MAX.EDGE OFPAVEMENTSHOULDER
6' TYP.
SEE DETAIL BELOW
10' WIDE FLAT TOP
1.5% MAX. CROSS SLOPE
CURB
RAMP 8.3% MAX. SLOPE8.3% MAX. SLOPE
SEE NOTE 2
NOTE:
1. MAXIMUM ALLOWABLE CONSTRUCTION CLEARANCE TOLERANCE
MEASURED AT THE PEAK HEIGHT OF THE RAISED CROSSWALK SHALL
BE BETWEEN 0.25 INCH BELOW AND 0.50 INCH ABOVE THE DESIRED
HEIGHT.
2. DETECTABLE WARNING SURFACE MAY BE REQUIRED
TO BE INSTALLED AT THE BOTTOM OF THE
TAPERS ON BOTH ENDS OF THE
CROSSWALK. INSTALLATION WILL BE
DIRECTED BY THE ENGINEER. IF
REQUIRED, THE DETECTABLE
WARNING SURFACE SHALL EXTEND
OF THE CROSSWALK MARKINGS TO
THE WIDTH WITHIN 6 INCHES OF
EITHER EDGE.
3.A TEMPLATE MUST BE USED IN
SHAPING THE RAISED CROSSWALK.
4.RAISED CROSSWALK MUST BE MADE IN TWO LIFTS.
5. 2" OVERLAY NOT REQUIRED FOR NEW PAVEMENT OR EXISTING
PAVEMENT DETERMINED TO BE IN GOOD CONDITION BY THE
ENGINEER. USE 2'x1/2" TOE GRIND.
NO SCALENO SCALE
NOTES:
1. SIGNS AND MARKINGS TYPICAL BOTH DIRECTIONS.
2. SEE STANDARD PLANS 6-82 & 6-83 FOR SIGN INSTALLATION.
3. PRIOR TO SPEED HUMP CONSTRUCTION, THE ENGINEER MAY
REQUIRE ASPHALT GRINDING IN ORDER TO PROVIDE A
SMOOTH TRANSITION.
22'
90'
2" OVERLAY THIS AREA
25'
25'
8'6'
8'6'
10'
BUTT
JOINT
10'
BUTT
JOINT
THERMOPLASTIC
LETTERING (TYP.)
SEE STANDARD
PLAN 6-76.
DISTANCE TO ADVANCED SIGNING
(50'-150' TYPICAL)
TO BE DETERMINED IN
THE FIELD BY THE
ENGINEER
MAN WALKING
SIGN DESIGNATION / SIZE
W11-2
SPEED BUMP AHEADW17-1A
30" x 30"
30" x 30"
20 MPH ADVISORY PLAQUEW13-1P(20)18" x 18"
ARROW DOWNW16-7P 24" x 12"
NOTES:
1)ADVANCE SIGNS USED ONLY FOR FIRST IN SERIES
2)WHEN 2 OR MORE BUMPS, REPLACE W17-1A WITH W17-1A(S) SPEED BUMPS AHEAD.
3)SIGN COLOR SHALL BE YELLOW EXCEPT FOR SCHOOL CROSSINGS WHICH SHALL BE
FLUORESCENT YELLOW-GREEN.
4)USE S1-1 INSTEAD OF W11-2 FOR SCHOOL CROSSINGS
SIGNS
W17-1A
W13-1P(20)
SIGNS
W11-2
W16-7P
SIGNS
W11-2
W16-7P
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.
COMBINED CURB AND GUTTER1/2"R12"6"5 1/2"
6"12"
1
"
R
1
"
R
1"6"12"
24"12"3 1/2"2"10"4"6 1/2"CURB TRANSITION
NOTES:
1.CONCRETE CLASS 3000. TYPICAL,
UNLESS WITHIN DRIVEWAY SECTION,
SEE DRIVEWAY STANDARD PLANS.
2.ROLLED CURB MAY ONLY BE USED
WITHIN A CUL-DE-SAC OR ON A PRIVATE
STREET (KENT STD. PLAN 6-18).
3.IN ROADWAY SECTIONS WITH SUPER
ELEVATION, THE GUTTER PAN WILL
MATCH THE ADJACENT PAVEMENT SLOPE.
4.DESIGN SIDEWALK CROSS GRADE SHALL
BE 1.5%. CONSTRUCTION TOLERANCE
SHALL BE 1% MIN AND 2% MAX.
5.FORMS SHALL BE STEEL UNLESS
OTHERWISE APPROVED. FORMS SHALL
BE SET TRUE TO LINE AND GRADE AND
SECURELY STAKED PRIOR TO CONCRETE
PLACEMENT.
COMBINED CURB AND GUTTER
ROLLED CURB
SIDEWALK
5"1"6"10"
2 1/2"2 1/2"1 1
/2
"R1 1/2"R1"R1"R
EXTRUDED CURB
PAVEMENT
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
1% MIN. -
2% MAX.
1.5%
9"EDGE OF TRAFFIC LANE12"R13"RFULL DEPTH BOND BREAK MATERIAL:
30 LB ROOFING FELT, 6 MIL PLASTIC
OR APPROVED EQUAL
1
/
2
"
R
MAINTAIN FLOW LINE WITHOUT VERTICAL
LIP BETWEEN GUTTER AND CURB
6"12"1"6"VARIES1 1/2"R1 1/2"3"8"
EXTRUDED CURB UNDER GUARDRAIL
NOTE:
FACE OF CURB SHALL
NOT EXTEND BEYOND
THE FACE OF
GUARDRAIL TOWARD
THE TRAFFIC LANE
18"
6"
ROLLED CURB24"
4"
MAINTAIN EDGE
OF CONCRETE CURB
+ SLOPE
=
1
/
2
"
- SLOP
E
=
1
"
EPOXY
ADHESIVE
FOR FRESH
CONCRETE
6"12"1"6"DRIVEWAYADA RAMP
5'-0" HAND TROWELED
TAPER SECTION
2% MAX.1.5% MAX.
GUTTER SHALL BE 8"
THICK AND REINFORCED
WHEN INSTALLED NEAR
COMMERCIAL DRIVEWAYS
C OF CURBL
SEE NOTE 4
1/2" FOR POSITIVE SLOPE
1" FOR NEGATIVE SLOPE
4" THICK SIDEWALK
SECTION A-ANOTES:
1.AN EXPANSION JOINT CONSISTING OF 3/8" x FULL DEPTH OF PREMOLDED
JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES, POSTS,
AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED
AREAS. JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF
AASHTO M33 (ASTM D994).
2. AN EXPANSION JOINT CONSISTING OF 3/8" x FULL DEPTH OF PREMOLDED
JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT 150 FOOT
MAX. INTERVALS, AT SIDES OF DRAINAGE INLETS AND AT P.C. AND P.T. OF
CURB RETURNS, WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY
SLIP-FORMING, A PREMOLDED STRIP UP TO 1/2" THICK AND UP TO FULL
DEPTH MAY BE USED.
3.EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE
JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR
SEPARATED BY PLANTING STRIP.
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
6.INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON
INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH
1/4" RADIUS EDGING TOOL. ON SEPARATE POUR INSTALL
BOND BREAK JOINT MATERIAL FULL DEPTH BETWEEN THE
CURB OR THICKENED EDGE, ADA RAMP AND THE ADJACENT
SIDEWALK.
7.ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS AND
OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS
MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE
GRADE OF THE SURROUNDING SIDEWALK. SUCH
APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES
OF ADA RAMPS OR DRIVEWAY WINGS.
CB
CB
4. CONTRACTION/CONTROL JOINTS
CONSISTING OF 1/4" WIDE x 25% SLAB
DEPTH SHALL BE TOOLED INTO
CONCRETE FINISH AND SHALL BE MADE
IN SIDEWALK AT FIVE FOOT INTERVALS,
INTERMEDIATE TO THE EXPANSION
JOINTS.
5. AS ALTERNATIVE TO EXPANSION JOINTS
AROUND STRUCTURES, REINFORCING
BARS MAY BE EMBEDDED IN CONCRETE
ON FOUR SIDES OF STRUCTURES.
CURB RAMP
OR DRIVEWAY
AA
SEE KENT STANDARD
PLAN SECTION 5 FOR
ADDITIONAL CB GRATE
REQUIREMENTS
FULL WIDTH ADA DETECTABLE
WARNING SURFACE (TYP.)
1/4" WIDE x 25% SLAB DEPTH
(1" MIN.) CONTRACTION/CONTROL
JOINT (TYP.) SEE NOTE 4
1/4" WIDE x 25% SLAB
DEPTH (1" MIN.)
CONTRACTION/CONTROL
JOINT (TYP.) SEE NOTE 4
LEGEND:
BOND BREAK JOINT
EXPANSION JOINT
CONTRACTION/CONTROL JOINT
FULL DEPTH BOND BREAK MATERIAL:
30 LB ROOFING FELT, 6 MIL PLASTIC
OR APPROVED EQUAL
FULL DEPTH BOND BREAK MATERIAL:
30 LB ROOFING FELT, 6 MIL PLASTIC
OR APPROVED EQUAL. SEE NOTE 6
3/8" EXPANSION JOINT
(TYP.) SEE NOTE 2
3/8" EXPANSION JOINT
(TYP.) SEE NOTE 2
3/8" EXPANSION JOINT
(TYP.) SEE NOTE 1
FULL DEPTH BOND BREAK MATERIAL:
30 LB ROOFING FELT, 6 MIL PLASTIC
OR APPROVED EQUAL. SEE NOTE 6
BLDG
SIDEWALK
WIDTH VARIES
1.5%
6" CEMENT CONCRETE DRIVEWAY APRON
AND GUTTER FOR RESIDENTIAL DRIVEWAYS.
8" REINFORCED CEMENT CONCRETE APRON
AND GUTTER FOR COMMERCIAL DRIVEWAYS.
5'
150' MAX.
5'
150' MAX.
4"
CURB, GUTTER AND SIDEWALK CROSS SECTION
CONTRACTION/CONTROL JOINT
DETAIL "B"
EXPANSION JOINT
DETAIL "A"
DRIVEWAY CROSS SECTION
DRIVEWAY
(TYP.) SEE DETAIL "A"
EXPANSION JOINT
2"
4" MIN.
3/8"x FULL DEPTH EXPANSION JOINT
MATERIAL, 150' MAX. O.C. SEE NOTES
NOTES:
1. EXPANSION JOINT MATERIAL TO BE 3/8" x FULL DEPTH AND SHALL BE
PLACED AT 150' O.C. SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE
IN CONFORMANCE WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4).
2. CONTRACTION/CONTROL JOINT SHALL BE 1/4" WIDE BY 25% SLAB DEPTH;
1" DEEP FOR 4" SLAB, 1.5" DEEP FOR 6" SLAB, 2" DEEP FOR 8" SLAB, AT 5'
SPACING.
3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB
& GUTTER AND SIDEWALK AT P.C. & P.T. AT
ALL CURB RETURNS AND ALL ANGLE POINTS.
4. FORM AND SUB-GRADE INSPECTION
REQUIRED BEFORE POURING CONCRETE.
5. EXPANSION JOINTS IN SIDEWALKS AND
CURBS SHALL BE ALIGNED WITH EACH
OTHER AND NOT OFFSET.
6. DESIGN SIDEWALK CROSS GRADE SHALL
BE 1.5%. CONSTRUCTION TOLERANCE
SHALL BE 1% MIN AND 2% MAX.
BROOMED FINISH
PERPENDICULAR
TO PEDESTRIAN
TRAVEL (TYP.)
CURB AND GUTTER
CONTRACTION/CONTROL
JOINT (TYP.) SEE DETAIL "B"
4"
CONTRACTION/CONTROL
JOINT, 5' O.C. SEE NOTE 2
2" CRUSHED SURFACING
TOP COURSE
4" CONCRETE PER WSDOT
STD. SPECIFICATION 8-14
2"
4"
2"
SIDEWALK
3/8"x FULL DEPTH
EXPANSION JOINT
MATERIAL, SEE
NOTE 1
PEDESTRIAN TRAVEL DIRECTION
2" SHINE
FINISH
7.WHERE SIDEWALK CROSSES HYDRANT LATERAL; CENTER 3' WIDE
PANEL ACROSS LATERAL, USE EXPANSION JOINT, SEE KENT
STANDARD DETAIL 3-1.
8.ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS AND OTHER
APPURTENANCES WITHIN THE SIDEWALK LIMITS MUST INCLUDE A
SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE
SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE
PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS.
SS
FOR NEW SEWER CONSTRUCTION;
STAMP FACE OF CURB WHERE SIDE
SEWER CROSSES PERPENDICULAR TO
CURB. 3" HIGH LETTERS 1/4" DEPTH.
4" SHINE
FINISH
4"
EXPANSION
JOINT (TYP.)
SEE DETAIL "A"
PLANTER STRIP
(WHEN REQ'D)
EXPANSION
JOINT (TYP.)
SEE DETAIL "A"
FULL DEPTH BOND BREAK MATERIAL:
30 LB ROOFING FELT, 6 MIL PLASTIC
OR APPROVED EQUAL
2" SHINE
FINISH
SHINE
FINISH
4" SHINE
FINISH
(TYP.) SEE DETAIL "A"
EXPANSION JOINT
TYP.
SEE NOTE 6
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.
1.5%
MAX
6' MIN.
SECTION A-A
NOTES:
1.SEE ROADWAY CROSS SECTION
DETAILS FOR SIDEWALK WIDTHS.
2.SHOULDER SHALL BE SURFACED TO
MATCH ADJACENT ROADWAY; PAVED
SHOULDER SLOPE SHALL MATCH CROWN
SLOPE OR 0.02 FT./FT.
3.SEE STANDARD PLAN 6-34 FOR CURB
AND SIDEWALK JOINTS.
4.10' MIN. ASPHALT TAPER IF NO PAVED
SHOULDER.
5.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.
MATCH EXISTING OR
PROPOSED SURFACE
CEMENT CONCRETE
SIDEWALK AND RAMP
ASPHALT SHOULDER
VARIES 4'-10', TAPER
TO MATCH EXISTING
SHOULDER WIDTH,
SEE NOTE 4
ASPHALT CONCRETE
SHOULDER
PLA
N
T
E
R
S
T
R
I
P
PLA
N
T
E
R
S
T
R
I
P
FIXED PEDESTRIAN
BARRICADE. SEE KENT
STANDARD PLAN 6-71b
TYPE I
TYPE II
CRUSHED SURFACING
TOP COURSE
CEM
E
N
T
CON
C
R
E
T
E
SID
E
W
A
L
K
WIDTHS VARY
6' MIN., 15' MAX.
CEMENT CONCRETE
TRANSITION RAMP
WIDTHS VARY
6' MIN. CEMENT CONCRETE
TRANSITION RAMP
7.5
%
M
A
X
.
SL
O
P
E
15' MAX.
7.5
%
M
A
X
.
SL
O
P
E
A
A
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN
ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER
AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF
KENT. A COPY MAY BE OBTAINED UPON REQUEST.
4' MIN.
4' MIN.
4' MIN.
1:1 TAPER
7.5% MAX
CEM
E
N
T
CON
C
R
E
T
E
SID
E
W
A
L
K
1.5
%
MAX
1.5
%
MAX
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.
2" MIN. DEPTH 58" CRUSHED
SURFACING TOP COURSE
1'-0" MAX.6"2" MIN.PROVIDE 2" MIN. COVER ON ALL REBAR
10" MIN.1'-6" MIN.#4 @ 12"1-0"1'-0"2" CLR(TYP)#4
#4 FOR HANDRAILINSTALLATIONSIDEWALK WITH RAISED BACK
#4 @ 12"
#4
#4
2" MIN.
4" DEPTH CEMENT CONCRETE SIDEWALK
2"1'-0"
1'-0"2"2" MIN. DEPTH 58" CRUSHED
SURFACING TOP COURSE
4" DEPTH CEMENT
CONCRETE SIDEWALK
PROVIDE 2" MIN. COVER ON ALL REBAR
SIDEWALK WITH THICKENED EDGE
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 MONUMENT
CONCRETE
COLLAR
A
3" RISER
PLAN OF COVER
PLAN OF 8" DIA. RISER
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.
NEW FINISHED GRADE
ASPHALT PAVEMENT
NOTES:
1.MONUMENT CASE RISER - SEE
APPROPRIATE TABLE ABOVE OR
PRE-APPROVED ALTERNATIVE.
2.MONUMENT CASE COVER - SEE
APPROPRIATE TABLE ABOVE OR
PRE-APPROVED ALTERNATIVE.
3.THE CASTINGS SHALL BE GRAY-IRON
CASTINGS, ASTM DESIGNATION A-48,
CLASS 30. THE COVER AND SEAT SHALL
BE MACHINED SO AS TO HAVE PERFECT
CONTACT AROUND THE ENTIRE
CIRCUMFERENCE AND FULL WIDTH OF
BEARING SURFACE.
4.CONCRETE SHALL BE CLASS 4000.
5.PAVEMENT SHALL BE AS SPECIFIED.
NEW FINISHED GRADE
ASPHALT PAVEMENT
MONUMENT
A
DIA. VARIES
DIA. VARIES
DIA. VARIESOLD FINISH
GRADE
CONCRETE
PAVEMENT
OLD FINISH
GRADE
ASPHALT
PAVEMENT
EXISTING
UNDISTURBED
CASE
TACK
COAT (TYP.)
7" CASE RISERS - EAST JORDAN IRON WORKS
A
(SIZE)
NATIVE MATERIAL
TACK
COAT (TYP.)
1" PART #
369068
1 1/2" PART #
369090 2" PART #369092 3" PART #369094
COVER PART #
369027/3690C
8" ALT. CASE RISERS - EAST JORDAN IRON WORKS
A
(SIZE)1 1/2" PART #
368090 2" PART #368092
COVER PART #
3680A2
FOGTITE CASE RISERS - FOGTITE METER SEAL CO.
A
(SIZE)1" PART #VB RISER 4#2" PART #
VB RISER 5#
2 1/2" PART #
VB RISER 5 1/2#3" PART #
VB RISER 6#
COVER PART #
0-1 VB 8#
6. IF MONUMENT CASE IS TO BE DISTURBED
THEN A NEW MONUMENT, CASE AND COVER
IS TO BE INSTALLED PER KENT STANDARD
PLAN 6-72a.
SECTION
TRAFFIC DIRECTION
3'
6'
3'
3'
3'
3'3'
3'
3'
18"-RPM'S EQUALLY SPACED
21'
TYPE 2Y RPM
TYPE 1Y RPM
BARRIER LINE
15'
TYPE 2W RPM
TYPE 1W RPM
DROP LANE LINE
12'
9'
TYPE 2W RPM
TYPE 1W RPM
DOTTED WIDE LINE
TRAFFIC DIRECTION
TYPE 1W RPM
30'12'
TYPE 2W RPM
42'
NO GAP
21'
TYPE 2W OR Y RPM
TYPE 1W OR Y RPM
TRAFFIC DIRECTION
TYPE 1W RPM TYPE 2W RPM
42'
12'30'
TYPE 2W RPM TYPE 1W RPM
TRAFFIC DIRECTION
4" GAP
TRAFFIC DIRECTION
TYPE 2YY RPM
TYPE 1Y RPM
TYPE 1Y RPM
3'30'
21'
2.5'5'
SKIP CENTER LINE
EDGE LINE
LANE LINE
WIDE LINEDOUBLE YELLOW CENTER LINE
42'
4" GAP
TWO WAY LEFT TURN LANE
42'
12'
(300' MAX.)VARIES
TYPE 2YY RPM
TWO WAY LEFT TURN LINES
21'
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.THIS DETAIL TO BE USED ONLY WHEN
DEVELOPMENT PROJECTS ARE
REQUIRED TO MATCH EXISTING RPM
LANE MARKINGS.
2.RAISED PAVEMENT MARKERS (RPM'S)
SHALL BE INSTALLED PER WSDOT
STANDARD SPECIFICATIONS 8-09,
9-02.1(8), 9-26.2 AND 9-21.
TRAFFIC DIRECTION
TRAFFIC DIRECTION
TRAFFIC DIRECTION
TRAFFIC DIRECTION
TRAFFIC DIRECTION
TRAFFIC DIRECTION
18" YELLOW BARRIER
LINE1"
BARRIER LINE
18"-TYPE 2Y RPM'S EQUALLY SPACED
21'(TYP.)
TRAFFIC DIRECTION
TRAFFIC DIRECTION
TYPE 2Y RPM
30'11'
SKIP CENTER LINE
1'
4" YELLOW LINE
TRAFFIC DIRECTIONTRAFFIC DIRECTION
WIDE LINE
8" WHITE LINE
3'9'
8" WHITE LINE
DROP LANE LINE
TYPE 2W RPM
1"
EDGE LINE
4" WHITE OR YELLOW LINE
1'
TYPE 2W RPM
30'11'
4" WHITE LINE
LANE LINE
6'
8" WHITE LINE
TYPE 2W RPM
8'
DOTTED WIDE LINE
4" YELLOW LINE
DOUBLE YELLOW CENTER LINE
TYPE 2YY RPM
4" GAP
20'
TRAFFIC DIRECTION
TWO WAY LEFT TURN LINES
TRAFFIC DIRECTION
4" GAP
10'
VARIES (300' MAX.)
TWO WAY LEFT TURN LANE5'2.5'
30'1'
TYPE 2W RPM
4" GAP 20'
4" GAP
NOTE:
1.SEE SECTION 6.12.B FOR PLASTIC
MATERIAL SPECIFICATIONS.
2.RAISED PAVEMENT MARKERS (RPM'S)
SHALL BE INSTALLED PER WSDOT
STANDARD SPECIFICATIONS 8-09,
9-02.1(8), 9-26.2 AND 9-21.
TRAFFIC DIRECTION
TRAFFIC DIRECTION
TRAFFIC DIRECTION
TRAFFIC DIRECTION
TRAFFIC DIRECTION
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN
ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER
AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF
KENT. A COPY MAY BE OBTAINED UPON REQUEST.
NOTES:
1. 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.
4.SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS.
5.THE CROSSWALK WIDTH IS 12' IN DOWNTOWN OVERLAY
DISTRICT.
TYPICAL 4 LANE ROADWAY CONFIGURATION
*
*
TIRE TRACKS (TYP.)GUTTER LINE OR EDGE OF TRAVELED LANE12"
SPACED (TYP)
EQUALLY
LANELCROADWAYLCLANELC24" WHITE THERMOPLASTIC
CROSSWALK LINE
24"
10'
4' MIN
12"-24" WHITE STOP LINE,
WIDTH AS DIRECTED BY
THE ENGINEER
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.
STOP BAR DETAIL
NOTES:
1. THERMOPLASTIC TYPE 'A' MATERIAL SHALL BE USED, UNLESS
DIRECTED OTHERWISE BY THE ENGINEER. PLACEMENT PER WSDOT
STANDARD SPECIFICATION 8-22, MATERIALS PER WSDOT 9-34.
2. GLASS BEADS (PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL
BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS.
3. SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS.
5'-9"8'-0"1'-8"12'-0"0'-6"
3'-0"12'-0"0'-6"0'-6"
3'-7"
0'-6"20'-0"LENGTH VARIES
12"-24" WIDE WHITE STOP BAR,
WIDTH AS DIRECTED BY THE ENGINEER
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.
ADJACENT TO THE W10-1 SIGNLANE LINE OR
CENTERLINE
1'-4"(T
Y
P
)
NOTES:
1. RR CROSSING SYMBOL
2. 24" WIDE STOP LINE
3. W10-1 ADVANCE WARNING SIGN
4. SEE THE MUTCD PART 8, FOR
LETTER LAYOUT.
5.SEE SECTION 6.12.B FOR PLASTIC
MATERIAL SPECIFICATIONS.
EDGE LINE
NARROW RR CROSSING SYMBOL DETAILS
RAILROAD - HIGHWAY GRADE CROSSINGS
NARROW PAVEMENT MARKING PLACEMENT DETAILSOME PORTION OF THIS LAYOUT SHOULD BE24'-0"±20'-0"16'-0"±SEE MUTCD PART 816'-0"±SEE NOTE 3SEE NOTE 1SEE NOTE 420'-0"6'-7"
3'-3"3'-3"1'-6"6'-0"3'-4"
1'-8"6'-0"1'-2"1'-2"
1'-0"
SEE NOTE 2
SEE NOTE 2
SEE NOTE 2 MEASURED FROMNEAREST TRACKSEE NOTE 1
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN
ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER
AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF
KENT. A COPY MAY BE OBTAINED UPON REQUEST.
NOTES:
1.PER BIKE RIDER SYMBOL DETAIL.
2.PER ARROW DETAIL ON THIS PLAN.
3.BIKE PAVEMENT MARKINGS SHALL BE
PLACED IMMEDIATELY AFTER EVERY
INTERSECTION AND AT PERIODIC
INTERVALS WITH A MAXIMUM SPACING
OF 600 FEET, CENTERED IN LANE.
4.SEE ROADWAY CROSS SECTION
STANDARD PLANS 6-2 TO 6-13.
5.ALL MARKINGS SHALL BE WHITE
PLASTIC MATERIAL AS SPECIFIED IN
ACCORDANCE WITH WSDOT
STANDARD SPECIFICATION 9-34, TYPE
D (MMA). CORUNDUM SHALL ALSO BE
ADDED.
6.SIGNING SHALL BE PER THE MUTCD.
7.SEE SECTION 6.12.B FOR PLASTIC
MATERIAL SPECIFICATIONS.
BIKE LANE LAYOUT
ARROW DETAIL
FACE OF CURB LINE
OR EDGE OF PARKING
SEE NOTE 3
SEE NOTE 1
3'-0"
6"
SEE NOTE 2
BIKE RIDER SYMBOL DETAIL
PEDESTRIAN SYMBOL DETAIL
H
W
6'-0"
3'-4"
30MPH OR LESS
SPEED
35MPH OR GREATER
4'-0"
6'-0"
2'-1"
3'-2"
H W
2'-8"
6'-0"
3"
1'-0"
EDGE OF 8" SOLID
WHITE LANE LINE
TRAFFIC DIRECTION6'-0"
5'
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN
ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER
AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF
KENT. A COPY MAY BE OBTAINED UPON REQUEST.
4:1
= POSTED SPEED LIMIT (M.P.H.)
= RADIUS OF TRANSITION CURVE (FEET)
= WIDTH OF TURNING LANE (FEET)
= LENGTH OF TAPER (FEET)
= TURN POCKET TRANSITION LENGTH (FEET)
= OPENING LENGTH (FEET)
= LEFT TURN STORAGE LENGTH (FEET)
S.L.
R
W.T.
L.O.T.
T.P.T.
O.L.
L.T.S.L.
LC
50' MINIMUM
BASED ON W.T. = 12'
12FT (MIN.)12FT (MIN.)
(2)
60
300 FEET
4 X W.T.
150 FEET
4 X W.T.
EXPECTED QUEUE LENGTH (SEE NOTE 2)
LENGTH BASED UPON
W.T.
L.O.T.
R.
T.P.T.
S.L.
O.L.
L.T.S.L.
200'
150'
100'
STORAGE LENGTH TO BE ADDED
TO LEFT TURN STORAGE LENGTHS
100'
50'
75'
100'
50'
75'
75'
50'
50'
50'
25'
25'
25'
25'
25'
5040302010
% TRUCKS IN LEFT TURN MOVEMENT
REQ'D
L.T.S.L.
TRUCKS AT UNSIGNALIZED INTERSECTIONS
ADDITIONAL LEFT TURN STORAGE FOR
= WIDTH OF OFFSETW
≤ 45 MPH > 45 MPH
W X S.L.W X S.L.
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.REFER TO STANDARD PLAN 6-73 FOR ADDITIONAL
INFORMATION ON LANE MARKINGS.
2.LENGTH IS THE GREATER OF 95TH PERCENTILE QUEUE
LENGTH IN THE DESIGN YEAR OR 100 FEET MIN.
LANE LINE MARKING (TYP.)
OPENING TO BE 100' IN LIEU OF 102' UP TO 35
MPH, INCREASE 20' FOR EACH ADDITIONAL 5
MPH OF POSTED SPEED GREATER THAN 35 MPH
L.T.S.L.O.L.T.P.T.*L.O.T.
STOP BAR OR CLOSEST
CROSSWALK STRIPE
WT WT
W
100' MINIMUM
MAY BE REDUCED WITH
APPROVAL OF THE
TRANSPORTATION ENGINEER
TWO WAY LEFT TURN LANENOTE: 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:
SEE STANDARD PLANS 6-73 OR 6-74
FOR LANE MARKING LAYOUT.100'100' MIN.50'DOUBLE YELLOWCENTERLINELANE LINEWIDE LINELANE LINE
5.DRIVE RIVETS TO BE TL3806 3/8" DIAMETER
6.CORNER BOLTS TO BE TL070M. JAMNUTS TL062 AND 3/8"
GALVANIZED WASHER WITH BLACK INSULATED WASHER.
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 AND BLACK
INSULATED WASHERS, SEE NOTE 5
ATTACH SIGNS 36" AND OVER WITH
CORNER BOLTS AND BLACK
INSULATED WASHER, 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
3"
3"
5/16" X 1" SS
BOLTS WITH
BLACK
INSULATED
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 (SEE
DETAIL 6-82b) 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 A1011
GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M120
YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE
7/16" DIAMETER PRE-PUNCHED HOLES ON 1" CENTERS
FULL LENGTH, FOUR SIDES.
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
SS 0.030 BAND-IT BRACKET
OR APPROVED EQUAL
HEAVY DUTY BUCKLE TYPE 201
FLARED LEG BRACKETS
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.
END VIEW
NOTE: CUT
DRAIN WIRESOLDERLESS, CRIMPED,
NON-INSULATED BUTT SPLICE
SIDE VIEW
SCOTCH 06147 ELECTRICAL
MOISTURE SEALANT TAPE
STOP BAR
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 SAWCUT3"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.
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
SECTION A-A
SECTION B-B
SECTION C-C
SINGLE LOOP WINDING DETAIL LOOP SPLICE DETAIL
NO BACKER RODS ALLOWED.
NOTE:
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: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
EXISTING
PAVEMENT
EDGE OF PAVED SHOULDER (SHOWN) OR EDGE OF EXTRUDED
CURB OR EDGE OF GUTTER PAN OR EDGE OF TRAFFIC BARRIER
LEAD SCH 80
CONDUIT
FULL DEPTH
SAWCUT
MATCH EXISTING
PAVING MATERIAL
3/4" ABOVE BOTTOM OF
PAVEMENT CONDUIT END
BELL BUSHING, SEAL
WITH DUCT SEAL
LOOP LEAD WIRES
~ TWISTED PAIR
2 5/8" MIN.
~ 3" MAX.
LOOP LEAD SAWCUT
DETECTOR
LEAD 2C(S)
CABLE
LOOP STUB-OUT SLEEVE
(1/4" TO 1/2" BELOW
TOP OF ASPHALT)
CONDUIT
CONDUIT
STANDARD JUNCTION BOX
6"1' - 0"2' - 0" MINIMUM FROMTOP OF PAVED SURFACESOFT
POCKET
TO JUNCTION BOX
TO CABINET
TO LOOP
LOOP LEAD WIRES
~TWISTED PAIR
2"±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 AWG
STRANDED COPPER WIRE, CLASS B, WITH CHEMICALLY CROSS
LINKED POLYETHYLENE TYPE USE INSULATION OF CODE
THICKNESS.
3.BACKER ROD WILL NOT BE USED WITH CITY OF KENT LOOP
INSTALLATIONS.
4.LEAD WIRES: FOUR PAIR MAXIMUM PER SAWCUT.
5.EXTEND SAWCUT SUFFICIENT LENGTH TO PROVIDE FULL SAWCUT
DEPTH AROUND CORNERS.
6.LOOPS SHALL BE INSTALLED PRIOR TO FINAL LIFT IF NEW
PAVEMENT IS INSTALLED.
7.ALL LOOPS SHALL HAVE IDENTIFYING LABELS ON THEIR LEADS
SHOWING LOOP NUMBER AND S (START) OR F (FINISH).
8.SEE STANDARD PLAN 6-98 FOR INDUCTION LOOP DETAILS AND
STANDARD PLAN 6-100 FOR INDUCTION LOOP PLACEMENT.
9.WHEN SAWCUTTING LEAD SLOT IN THE ROADWAY, CONTINUE THE
SAW CUT APPROXIMATELY ONE INCH BEYOND THE SEAM WITH THE
CONCRETE GUTTER A DEPTH OF APPROXIMATELY ONE INCH TO
PERMANENTLY MARK THE LOCATION OF THE STUBOUT. IF NO
GUTTER IS PRESENT, CONTACT THE ENGINEER FOR AN
ALTERNATIVE METHOD OF MARKING THE STUBOUT LOCATION.
10.ALL LOOP LEADS RETURNING TO JUNCTION BOX SHALL BE PLACED
A MINIMUM OF 2 FEET AWAY FROM ANY AND ALL METAL CASTINGS
OR VALVE BOXES EXCEPT TERMINATING HANDHOLES OR JUNCTION
BOXES.
11.SEE DETAIL 6-98 FOR SPLICE METHOD. EPOXY SPLICE KITS ARE
NOT ALLOWED.
INDUCTION LOOP INSTALLATION NOTES:
CSTC OR
CONTROLLED
DENSITY FILL
SAND
SPLICE
GRAVEL PAD
50' MAXIMUM DISTANCE
SEE STUB-OUT CONDUIT PLACEMENT DETAILS
6"6"4"
(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.
2021 Asphalt Overlays/Smith A - 2 May 6, 2021
Project Number: 21-3001.1
WSDOT STANDARD PLANS
DRAINAGE STRUCTURES AND HYDRAULICS
B-30.70-04 Circular Frame (Ring) and Cover
CURBS, SIDEWALKS AND DRIVEWAYS
F-10.12-04 Cement Concrete Curbs
F-10.62-02 Precast Dual Faced Sloped Mountable Curb (2 sheets)
F-10.64-03 Perpendicular Curb Ramp
F-30.10-04 Cement Concrete Sidewalk
F-45.10-02 Detectable Warning Surface
SITE PRESERVATION AND EROSION CONTROL
I-30.30-02 Wattle Installation On Slope
I-40.20-00 Storm Drain Inlet Protection
ROADWAY DELINEATION
M-20.20-02 Profiled and Embossed Plastic Lines
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER
Washington State Department of Transportation
A A
RING PLAN RING PLAN
~~~~~~B B
(SEE NOTES)
WASHER
1 7/16"
1 5/16"5/8"5/8"3/8"1/4"3/4"1/2" (MIN.)
1 3/8"1" 5/8"1 1/2"1 3/8"
3 1/8"3/8"1 1/4"(TYP.
)11 9/16" R27 5/8"
26 3/8"
1"1"1"24"
26 3/4"
34 1/8"3/4"6"5/8"6"3/4"27 5/8"
26 3/8"
1"1"1"5/8"
24"
26 3/4"
34 1/8"
1/4"1"2 7/8"5/8"2 1/8"5/8"2 7/8"5/8"5/8"1/4"1"2 1/8"3/16"1/2"1/4"
SPECIFY LETTERING
DETAIL
PATTERN ~ SEE
SKID GROOVE
1/2" (TYP.)
TOP
BOTTOM
1.
2.
3.
4.
5.
6.
7.
1/2" (TYP.)
BOLT-DOWN / WATERTIGHT
TYPE 2
STANDARD
TYPE 1
COVER SECTION B BCOVER SECTION
COVER PLAN COVER PLAN
BOLT-DOWN / WATERTIGHT
DETAIL "B"
RING SECTION A RING SECTION A
BLIND PICK NOTCH
DETAIL "A"
B"SEE DETAIL "
DETAIL
SKID GROOVE PATTERN
ISOMETRIC VIEW
NOTES
A"SEE DETAIL "A"SEE DETAIL "
A"SEE DETAIL "
A"SEE DETAIL "
B"SEE DETAIL "
TOP
BOTTOM
it is 1.5 times the horizontal scale (1H:1.5V).
For clarity, the vertical scale of the Cover Section has been exaggerated,
Alternative reinforcing designs are acceptable in lieu of the rib design.
acceptable. Hole location and number of holes may vary by manufacturer.
In lieu of blind pick notch for manhole covers, a single 1" (in) pick hole is
Washer shall be neoprene (Detail "B").
the neoprene gasket, groove, and washer are not required.
For bolt-down manhole ring and covers that are not designated "Watertight,"
varies by manufacturer.
being tapped, or other approved mechanism. Location of bolt down holes
304 Stainless Steel (S.S) 5/8" - 11 NC x 2" (in) allen head cap screw by
vertically aligned with the grate or cover slots. The frame shall accept the
specified otherwise in the Contract. Provide 3 holes in the frame that are
Bolt-down capability is required on all frames, grates, and covers, unless
cast or machined.
the cover. The gasket may be "T" shaped in section. The groove may be
The gasket and groove may be in the seat (frame) or in the underside of
STANDARD PLAN B-30.70-04
AND COVER
CIRCULAR FRAME (RING)
)SEE NOTE 7()SEE NOTE 7(
SEE NOTE 2
WITH NEOPRENE GASKET
1/4" (IN) DOVETAIL GROOVE
(SEE NOTES)DRAWN BY: FERN LIDDELLSTA TEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEERNA
M
L
IEH EILUJ
41819
1MGLEIP7 (MKMXEPP]WMKRIHF]1MGLEIP7 *PIQMRK *PIQMRK (EXI (EXI
CJ) z w
0::: w
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~
~
0
TOP VIEW
INSIDE CORNER BLOCK
TOP VIEW
OUTSIDE CORNER BLOCK
TOP VIEW
18" RADIUS BLOCK
18" (IN)
R.
1" (IN) R.
2"
I:
5"
14"
I, .. ±, ... I . . .
12"
TYPICAL OF ALL
END VIEW
TOP VIEW
#3 REBAR-REQUIRED ONLY IN TANGENT
BLOCK, WHEN LENGTH EXCEEDS 30" (IN)
(1 1/2" (IN) CLR. BOTH ENDS) -SEE
STANDARD SPECIFICATION 9-07
30" (IN)
R.
.
23"
2" (IN) R.
INSIDE CORNER BLOCK
OUTSIDE CORNER BLOCK
18" (IN) RADIUS BLOCK
30" (IN) RADIUS BLOCK
ISOMETRIC VIEWS
30" RADIUS BLOCK
ISOMETRIC VIEW
TANGENT BLOCK
PRECAST SLOPED
MOUNTABLE CURB
STANDARD PLAN F-1 0.62-02
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .....
... Washington State Department of Transportation
CJ) z w
0::: w
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....1
....1
iii
~
~
0
J () <(
TOP VIEW
INSIDE RADIUS BLOCK
1" (IN) R.
2" (IN) R.
Co
I:
.ll" ± 114:
.I
5"
12"
SECTION 0
CURB RADIUS TABLE
CURB DIMENSION DIMENSION DIMENSION
RADIUS A B c
3' 12" 2" 8"
4' TO 5' 12" 1 1/2" 9"
6' 12" 1" 10"
7' 12" 7/8" 10 1/4"
8' 18" 1 1/8" 15 3/4"
9' 18" 1" 16"
10' 18" 7/8" 16 1/4"
11' TO 13' 18" 3/4" 16 1/2"
14' TO 15' 18" 5/8" 16 3/4"
16' TO 17' 24" 3/4" 22 1/2"
18' TO 22' 24" 5/8" 22 3/4"
23' TO 29' 24" 1/2" 23"
30' TO 34' 30" 1/2" 29"
35' TO 48' 30" 3/8" 29 1/4"
49' TO 60' 30" 1/4" 29 1/2"
OVER60' USE TANGENT BLOCK, SEE SHEET 1
THIS TABLE LISTS THE CALCULATED DIMENSIONS FOR CASTING
BLOCKS SUITABLE FOR CONSTRUCTING VARIOUS CURB RADII.
CURVED BLOCKS, OR BLOCKS WITH DIFFERENT DIMENSIONS
MAY BE ACCEPTABLE WITH PRIOR APPROVAL OF THE ENGINEER.
~ .....
-H
.....
M
<( () l
TOP VIEW
OUTSIDE RADIUS BLOCK
INSIDE RADIUS BLOCK
PRECAST SLOPED
MOUNTABLE CURB
OUTSIDE RADIUS BLOCK STANDARD PLAN F-1 0.62-02
ISOMETRIC VIEWS
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .....
... Washington State Department of Transportation
CJ) z w
0::: w
Ill
....1
....1
iii
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Ill
~
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FRONT
FRONT
FRONT
----------------
....
N
b
N ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
----------------
----------------------------------------------
-----------------------------------------------------'---
~~ CLR. ~~ CLR.
TOP
5'-0"
_j_
~ r--l:;:;:;;;:-;:;:;;;:;-:;:;;_:;;;:~-::;:;;;:;:-;:;;;;;;:;-:;;_:;;;:;:~-::;;;:.;;:;:-;;_:;;;:;:;;_-:;;;:.;;:;::_~::;;;:;:3
~
b
N
SIDE
24 x 20 TAPER BLOCK
----------------
Co
~
-----------------
----------------------------------------------------------------------------------------------------------------'---
~~ CLR. ~~ CLR.
TOP
5'-0" t 1 _________ -__________ -__________ -__________ -__________ -__________ -__________ -__________ -__________ -__________ -__________ -------. _________ 1------:T
t
_co_o-c_=_co_o-c_o-c __ co_co_o-c_=-co-o-c_=-co-o-c_o-c __ -oo_co_o-c_=-co-o-c_o-c __ -oo_co_o-c_=-co-o-c_=-co-co_o-c __ -oo_co_J ~
SIDE
20 x 16 TAPER BLOCK
-----------------~~~~~~~~~~~]
-1 _1_112" TOP ~ 1-
CLR
5'-0"
_j
~ r-t;;;:~-::;:;;;-:.;;:;::_-::;;;:;-:;;_:;;;:-.;;:;:;;_-::.;;:;:-;;_:;;;:~-::;:;;;-:.;;:;:;_-:::.;;:;-:;;_:;;;:-.;;:;:;;_-::.;;:;:_____;;;_:;;;:J
~
SIDE
16 x 12 TAPER BLOCK
(TYP.)
NOTES
1. The dual faced curb may be constructed by using two
precast sloped mountable curbs (longitundinal
halves) so long as the installation is consistent with the
dimensions shown in the plan.
2. Reinforcing steel shall conform to Standard
Specification 9-07.
20"
BACK
1 3/8"
2"(1N) R
2" (IN) R.
2" (IN) R.
~ R. · 2" (IN) R.
END
[
----------------------------------------------------------J
~ ~~~~~~~~~ l
I 1 112" -j~ TOP
1 112" I
CLR. 1-
~ 1· ·1
-L 2'-6" MIN_
~ 5'-0" MAX_
1::::::::::::::::::::::::::::::::::::::::::::::::::::::::::1
~
SIDE
DUAL SLOPED BLOCK
1112" I 1'-11" CLR1 1----------------1
TOP
SIDE
NOSING BLOCK
(, j 2" (IN) :j t~ BAR (TYP.J
~ .
• I ~·1-l--------'---NOSING BLOCK
:::::::411 DUAL SLOPED BLOCK
(TYP_) 16"
16 x 12 TAPER BLOCK
BACK
20 x 16 TAPER BLOCK
24 x 20 TAPER BLOCK
ISOMETRIC VIEW
2" (IN) R.
BACK
PRECAST DUAL FACED
SLOPED MOUNTABLE CURB
STANDARD PLAN F-10.64-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .....
... Washington State Department of Transportation
1MGLEIP7 (MKMXEPP]WMKRIHF]1MGLEIP7 *PIQMRK *PIQMRK (EXI (EXI
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER
Washington State Department of Transportation
MAX.MIN.
A
B
C
D
D
C
A
A
B
B
0.65"
0.9"
0.45"
1.
2.
3.
4.
NOTES
CURB RAMP
TRUNCATED DOME SPACING
__
A
A
TRUNCATED DOME
SECTION
0.90"
2.40"1.60"
1.40"
PEDESTRIAN RAILROAD CROSSING15’ MAX.6’ MIN.15’ MAX.6’ MIN.RAIL
LANDING
CURB RAMP CURB RAMP
LANDING
E 0.2"0.2"
E
PLACEMENT GUIDELINES
CURB RAMP
SEE NOTE 3
5.
6.
PARALLEL CURB RAMP
SINGLE DIRECTION CURB RAMP
SHOULDERMIN.2’- 0" ISLAND
ROUNDABOUT SPLITTER6’ - 0" MIN.DRAWN BY: FERN LIDDELLDETECTABLE WARNING SURFACE DETAIL
TRUNCATED DOME DETAILS
WALKWAY
WIDTH OF
SHARED-USE PATH CONNECTION
CURB AND GUTTER
WALKWAY
PATH OR
WIDTH OF CURB RAMP
MEDIAN CUT-THROUGH
ISLAND CUT-THROUGH
THROUGH OR WALKWAY
CURB RAMP, LANDING, CUT-
WALKWAY
LANDING, CUT-THROUGH OR
MATCH TO WIDTH OF CURB RAMP,
WALKWAY
PATH OR
SHARED-USE
WALKWAY (TYP.)
USE PATH OR
WIDTH OF SHARED-
WALKWAY WALKWAY
FLAREFLARE
WALKWAYWALKWAY
LANDING
WIDTH OF
SEE NOTE 2
BACK OF CURB ~
LANDING > 5 FT. FROM BACK OF CURB)
(GRADE BREAK BETWEEN CURB AND
WALKWAY
CURB RAMP
WALKWAY
WIDTH OF
WALKWAY
LANDING
SINGLE DIRECTION CURB RAMP
BACK OF CURB BREAKGRADE BREAKGRADE 7.
8.
SEE NOTE 3
SURFACE (DWS) ~
DETECTABLE WARNING
EDGE
PAVEMENT
MIN.
2’ - 0"
LANDING = 5 FT. FROM BACK OF CURB)
(GRADE BREAK BETWEEN CURB AND
LANDING
2’ - 0" MIN.
2’ - 0" MIN.
(SEE NOTE 6)
SEE NOTE 2
BACK OF CURB ~
(SEE NOTE 6)
(SEE NOTE 6)
SEE NOTE 2
BACK OF CURB ~
(SEE NOTE 6)
SEE NOTE 2
BACK OF CURB ~
SEE NOTES 4 & 7
SURFACE (DWS) ~
DETECTABLE WARNING
SEE NOTE 8
OFFSET
SEE NOTES 4 & 5
SURFACE (DWS) ~
DETECTABLE WARNING
(TYP.)
WIDTH OF CUT-THROUGH
SEE NOTE 2
BACK OF CURB ~
SEE NOTE 2
BACK OF CURB ~
SEE NOTE 2
BACK OF CURB ~
SEE NOTE 4
SURFACE (DWS) ~
DETECTABLE WARNING
LANDING, OR WALKWAY
WIDTH OF CURB RAMP,
TRAVEL
DIRECTION OF
APPLICATIONS
TYP. OF ALL
2’ - 0" MIN. ~
SEE NOTE 3
SURFACE (DWS) ~
DETECTABLE WARNING
SEE NOTE 3
SURFACE (TYP.) ~
DETECTABLE WARNING
SEE NOTE 3
SURFACE (TYP.) ~
DETECTABLE WARNING
SURFACE (DWS) ~ SEE NOTE 3
DETECTABLE WARNING
PERPENDICULAR CURB RAMP
SURFACE (DWS) ~ SEE NOTE 3
DETECTABLE WARNING
STANDARD PLAN F-45.10-02
SURFACE
DETECTABLE WARNING
FOR COLOR OF SURFACE
SEE STANDARD SPECIFICATIONS
THROUGH (TYP.)
WIDTH OF CUT-
(TYP.)
WIDTH OF CUT-THROUGH
bottom of the curb ramp directly above the grade break.
5 ft. from the back of curb at all points, place the Detectable Warning Surface on the
When the grade break between the curb ramp and the landing is less than or equal to
the bottom of the ramp and within the required distance from the rail.
If a curb ramp is required, the location of the Detectable Warning Surface must be at
for sidewalk and curb ramp details. Standard Plans See
Detectable Warning Surface shall be placed at the pavement edge.
If curb and gutter are not present, such as a shared-use path connection, the
The rows of truncated domes shall be aligned to be parallel to the direction of travel.
break at the back of curb.
The rows of truncated domes shall be aligned to be perpendicular to the grade
back of the curb is permitted (measured at the leading corners of the DWS panel).
requires a concrete border around the DWS, a variance of up to 2 inches from the
at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS
with no more than a 2 inch gap between the DWS and the back of the curb measured
two leading corners of the DWS panel placed adjacent to the back of the curb, and
The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the
on each side of the DWS is permitted.
the DWS requires a concrete border around the DWS, a variance of up to 2 inches
landing, or other roadway entrance as applicable. Exception: If the Manufacturer of
The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, STA TEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEERR
ELLEZ TTOCS .R28680
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
1.
2.
NOTES
SECTION A
TRENCH ~ SEE NOTE 1 3" MIN.4" MAX.PLAN VIEW
1.
2.
3.
4.
NOTES
5.
6.
A
SECTION A
WATTLE DETAIL
WATTLE
TRENCH ~ SEE NOTE 1
LENGTH VARIES
10" - 12" DIAM.3" MIN.4" MAX.DRAWN BY: FERN LIDDELLOVERLAP (TYP.)
12" MINIMUM
MINIMUM
8" DIAMETER12" MINIMUMWATTLE INSTALLATION ON SLOPES
7.
TRAPPING (TYP.)
AREA AVAILABLE FOR SEDIMENT
SPACING TABLE (TYP.)
SPACING VARIES ~ SEE WATTLE
TIE-DOWN METHOD
ALLOWABLE ALTERNATIVE
CONTOUR LINE (TYP.)
SEE DETAIL
WATTLE (TYP.) ~
WOODEN STAKE (TYP.)
2" (IN) × 2" (IN) × 24" (IN)
TO PREVENT FLOW AROUND WATTLE (TYP.)
ANGLE TERMINAL END UPHILL 24" (IN) TO 48" (IN)
-
15' - 0"
20' - 0"
10' - 0"
5' - 0"
5' - 0"
10' - 0"
15' - 0"
WATTLE SPACING TABLE
SLOPE SLOPEMAX. SPACING MAX. SPACING
2H : 1V
3H : 1V
4H : 1V
2H : 1V
1H : 1V
3H : 1V
4H : 1V
-
OF WATTLE
1/3 DIAMETER
(TYP.)
UN-TREATED WOODEN STAKE
2" (IN) × 2" (IN)× 24" (IN) MIN. ~
8" - 10" OR 10" - 12" DIAM.
for removal.
Standard Specification, Section 8-01.3(16)Refer to
Specification, Section 8-01.3(15).
Standard Perform maintenance in accordance with
entrenched and in contact with the soil.
a rainfall produces runoff, to ensure they remain thoroughly
Wattles shall be inspected regularly, and immediately after
Install Wattle perpendicular to flow along contours.
Additional staking may be necessary to prevent undercutting.
Compact excavated soil and trenches to prevent undercutting.
ends 12" (in) behind one another and securely tie together.
Securely knot each end of Wattle. Overlap adjacent Wattle
).Section 8-01.3(10
Standard Specification, shall be in accordance with
Install Wattles along contours. Installation Section 9-14.5(5).
Standard Specification, Wattles shall be in accordance with
TEMPORARY PERMANENT
ON SLOPE
WATTLE INSTALLATION
STANDARD PLAN I-30.30-02
SHEET 1 OF 1 SHEET
OVERLAPS (TYP.)
STAGGER
MIN.24" O.C.SPACING
NOT
G
NIHSAW FO ET
ATSGIW
TRAH EED IL
UJTCETIHCRA EPACS
DNAL 1202/12/60 .PXE
22
41 .ON
DRAWN BY: LISA CYFORDNOTES
1.
2.
3.
4.
OVERFLOW BYPASS
5" MAX.
GRATE FRAME
FILTERED
WATER
SEDIMENT AND DEBRIS
APPROVED FOR PUBLICATION
DATESTATE DESIGN ENGINEER
Washington State Department of Transportation
SHEET 1 OF 1 SHEET
STORM DRAIN
INLET PROTECTION
STANDARD PLAN I-40.20-00
DRAINAGE GRATE
OVERFLOW BYPASS (TYP.)
DRAINAGE GRATE
~ RECTANGULAR GRATE SHOWN
ISOMETRIC VIEW
RETRIEVAL SYSTEM (TYP.)
TRIM
BELOW INLET GRATE DEVICE
SECTION VIEW
NOT TO SCALE
Size the Below Inlet Grate Device (BIGD) for the storm water structure it
will service.
The BIGD shall have a built-in high-flow relief system (overflow bypass).
The retrieval system must allow removal of the BIGD without spilling the
collected material.
Perform maintenance in accordance with Standard Specification 8-01.3(15).
BELOW INLET GRATE DEVICE
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 000598
MARK W. MAURER
Pasco Bakotich III 09-20-07
MENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND
APPROVED FOR PUBLICATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPART-
MENT OF TRANSPORTATION. A COPY MAY BE OBTAINED UPON REQUEST.
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCU-
SHEET 1 OF 1 SHEET
SIDE VIEW
4"4"23"23"4"23"4"23"4"4"4"
10’ - 0"
TOP VIEW
SIDE VIEW
4"4"23"23"4"23"4"4"
TOP VIEW
SIDE VIEW SIDE VIEW
4"20"4"4"4"4"10"10"
2’ - 0"3’ - 0"
TOP VIEW TOP VIEW
DETAILW
EMBOSSED PLASTIC FOR:
PROFILED PLASTICFOR:PROFILED PLASTIC
W
500 MILS MIN.
SECTION
90 MILS MIN.
4"
3 1/2"
500 MILS MIN.
DETAIL
PERSPECTIVE VIEW
DOUBLE WIDE LANE LINE ~ W = 8"
REVERSIBLE LANE LINE ~ W = 4"
WIDE BROKEN LANE LINE ~ W = 8"
A
GENERAL NOTE
(SOLID LINE)(BROKEN LINE)
(SOLID OR BROKEN LINE)
(BROKEN LINE)
NO-PASS LINE & TWO-WAY LEFT-TURN CENTERLINE~ W = 4"
EDGE LINE & SOLID LANE LINE ~ W = 4"
100 TO 300 MILS
15 TO 30 MILS160 MILS MIN.4"SIDE VIEW
TOP VIEW
1" (TYP.)~~
NO-PASS LINE ~ W = 4"
WIDE LANE LINE & WIDE LINE ~ W = 8"
1/4"160 MILS MIN.
15 TO 30 MILS
FOR:
(SOLID OR BROKEN LINE)
SIDE VIEW
500 MILS MIN.
1/4"1/4"1/4"160 MILS MIN.
15 TO 30 MILS 100 TO 300 MILS
500 MILS MIN.
4"0" TO 2"
23"
4"0" TO 2"0" TO 2"
TOP VIEW
~~ 1"
~~»¿ DRAWN BY: COLBY FLETCHERSTANDARD PLAN M-20.20-02
PLASTIC LINES
PROFILED AND EMBOSSED
Standard Plan M-20.10 for pattern and color requirements.See
FOR:W TWO-WAY LEFT-TURN CENTERLINE ~ W = 4"
BARRIER CENTERLINE ~ W = 20"
DOUBLE CENTERLINE & DOUBLE LANE LINE ~ W = 4"
CENTERLINE & LANE LINE ~ W = 4"
NO-PASS LINE & TWO-WAY LEFT-TURN CENTERLINE
REVERSIBLE LANE LINE
EDGE LINE & SOLID LANE LINE
CENTERLINE & LANE LINE
DOUBLE CENTERLINE & DOUBLE LANE LINE
1
1
1
1
1
A
B
B
A
A
A4"W~~»¿
NO-PASS LINE
EDGE LINE & SOLID LANE LINE
REVERSIBLE LANE LINECENTERLINE & LANE LINE
TWO-WAY LEFT-TURN CENTERLINE
DOUBLE CENTERLINE & DOUBLE LANE LINE
~~ 1"~~ 1"~~ 1"~~ 1"4"NOT TO SCALE
PROFILED PLASTIC
PROFILED EMBOSSED PLASTIC
WIDE DOTTED LANE LINE ~ W = 8"
(W - 1/2")
DOTTED LANE LINE ~ W = 4"
DOTTED EXTENSION LINE
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
36103
HSLAW .J NAIRB
STA TEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEER
2021 Asphalt Overlays/Smith A - 3 May 6, 2021
Project Number: 21-3001.1
TRAFFIC CONTROL PLANS
TRAFFIC CONTROL PLAN
KENT, WA
ONE-LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
STOP
SHALL MAINTAIN 11’
MIN. LANE WIDTH
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
BE
PREPARED
TO
STOP W20-7b W20-7a
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS SPACE
ALLOWS.
REFER TO SIGN SPACING CHART.
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)
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
.
.
#
,
OPTIONAL IF
40 MPH OR LESS
BR
50’ - 100’
6 DEVICE MIN.
50’ - 100’
6 DEVICE MIN.N/ATHIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
OPTIONAL IF
SPACE IS LIMITED
SUPERVISOR
PHONE NUMBER (office)
3/2/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
KPW.1
2021 Overlay project
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
STOP
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
NO PARK BARRICADE
(IF NECESSARY)
CLOSURE MAY AFFECT RESIDENT
DRIVEWAY
PROPERTY OWNER PERMISSION
REQUIRED TO BLOCK DRIVEWAY
NOTIFY AFFECTED RESIDENTS OF
WORK TIMES & DATES
WORK
AREA
DISTANCE
VARIES
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STOP
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
LOOSE
GRAVEL
W8-7
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701 LOOSE
GRAVEL
W8-7
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1 LK FENWICK RDTRAFFIC CONTROL PLAN
KENT, WA
ONE-LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
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)
.
.
#
,N/ATHIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
SUPERVISOR
PHONE NUMBER (office)
3/2/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@trafficcontrolplan.net
KPW.1a
2021 Overlay project
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
STOP
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
NO PARK BARRICADE
(IF NECESSARY)
CLOSURE MAY AFFECT RESIDENT
DRIVEWAY
PROPERTY OWNER PERMISSION
REQUIRED TO BLOCK DRIVEWAY
NOTIFY AFFECTED RESIDENTS OF
WORK TIMES & DATES
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
STOP
SHALL MAINTAIN 11’
MIN. LANE WIDTH
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
BE
PREPARED
TO
STOP W20-7b W20-7a
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS SPACE
ALLOWS.
REFER TO SIGN SPACING CHART.
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
OPTIONAL IF
40 MPH OR LESS
BR
50’ - 100’
6 DEVICE MIN.
50’ - 100’
6 DEVICE MIN.
OPTIONAL IF
SPACE IS LIMITED
WORK
AREA
DISTANCE
VARIES
STOP
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
LOOSE
GRAVEL
W8-7 LK FENWICK RD51 PL
S
ROAD
WORK
AHEAD
W20-1
LOOSE
GRAVEL
W8-7
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
NOT TO SCALE
NNOT TO SCALE
N
NOT TO SCALE
N
MANDATORY SIGN PLACEMENT FOR LAKE FENWICK PHASEROAD
WORK
AHEAD
W20-1
LOOSE
GRAVEL
W8-7
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
S 254 ST LK FENWICK RDS 272 ST
TRAFFIC CONTROL PLAN
KENT, WA
ONE-LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
STOP
SHALL MAINTAIN 11’
MIN. LANE WIDTH
STOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
BE
PREPARED
TO
STOP W20-7b W20-7a
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS SPACE
ALLOWS.
REFER TO SIGN SPACING CHART.
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)
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
.
.
#
,
OPTIONAL IF
40 MPH OR LESS
BR
50’ - 100’
6 DEVICE MIN.
50’ - 100’
6 DEVICE MIN.N/ATHIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL OPTIONAL IF
SPACE IS LIMITED
SUPERVISOR
PHONE NUMBER (office)
3/2/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPW.2
2021 Overlay project
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
STOP
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
NO PARK BARRICADE
(IF NECESSARY)
CLOSURE MAY AFFECT RESIDENT
DRIVEWAYS
PROPERTY OWNER PERMISSION
REQUIRED TO BLOCK DRIVEWAY
NOTIFY AFFECTED RESIDENTS OF
WORK TIMES & DATES
WORK
AREA
DISTANCE
VARIES
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
TRAFFIC CONTROL PLAN
KENT, WA
TYPICAL RIGHT LANE CLOSURE
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS SPACE
ALLOWS.
REFER TO SIGN SPACING CHART.
BR L
DOWNSTREAM
TAPERN/ATHIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
OPTIONAL IF
SPACE IS LIMITED
SUPERVISOR
PHONE NUMBER (office)
3/2/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPW.3
2021 Overlay project
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WORK AREA
DISTANCE VARIES
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
RIGHT LANE
CLOSED
AHEAD
W20-5RW4-2L
28” REFL. CONE
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
CONE TAPER = L
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
LEGEND
WORK AREA
28” REFL. CONE
WORK/PROTECTION VEHICLE
SEQUENTIAL ARROWBOARD
SIGN LOCATION
EXISTING TRAFFIC FLOW
NO PARK BARRICADE
(IF NECESSARY)
TRAFFIC CONTROL PLAN
KENT, WA
TYPICAL LEFT LANE CLOSURE
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS SPACE
ALLOWS.
REFER TO SIGN SPACING CHART.
BR L
DOWNSTREAM
TAPERN/AOPTIONAL IF
SPACE IS LIMITED
SUPERVISOR
PHONE NUMBER (office)
3/2/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPW.4
2021 Overlay project
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
WORK AREA
DISTANCE VARIES
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
28” REFL. CONE
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
ROAD
WORK
AHEAD
W20-1
LEFT LANE
CLOSED
AHEAD
W20-5L W4-2R
B RL
OPTIONAL IF
SPACE IS LIMITED
LEFT LANE
CLOSED
AHEAD
W20-5LW4-2R
DOWNSTREAM
TAPER
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
CONE TAPER = L
CONE TAPER = L
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
LEGEND
WORK AREA
28” REFL. CONE
WORK/PROTECTION VEHICLE
SEQUENTIAL ARROWBOARD
SIGN LOCATION
EXISTING TRAFFIC FLOW
NO PARK BARRICADE
(IF NECESSARY)
TRAFFIC CONTROL PLAN
KENT, WA
ONE-LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
3-WAY INTERSECTION
STOP
SHALL MAINTAIN 11’
MIN. LANE WIDTH
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
BE
PREPARED
TO
STOP W20-7b W20-7a
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS SPACE
ALLOWS.
REFER TO SIGN SPACING CHART.
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)
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
.
.
#
,
OPTIONAL IF
40 MPH OR LESS
BR
50’ - 100’
6 DEVICE MIN.N/ATHIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
OPTIONAL IF
SPACE IS LIMITED
SUPERVISOR
PHONE NUMBER (office)
3/2/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPW.5
2021 Overlay project
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
STOP
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
NO PARK BARRICADE
(IF NECESSARY)
CLOSURE MAY AFFECT RESIDENT
DRIVEWAY
PROPERTY OWNER PERMISSION
REQUIRED TO BLOCK DRIVEWAY
NOTIFY AFFECTED RESIDENTS OF
WORK TIMES & DATES
WORK
AREA
DISTANCE
VARIES
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STOP
STOP
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
W20-7a
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
NOT FOR USE AT SIGNALIZED INTERSECTIONS
TRAFFIC CONTROL PLAN
KENT, WA
ONE-LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
4-WAY INTERSECTION
STOP
SHALL MAINTAIN 11’
MIN. LANE WIDTH
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
BE
PREPARED
TO
STOP W20-7b W20-7a
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS SPACE
ALLOWS.
REFER TO SIGN SPACING CHART.
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)
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
.
.
#
,
OPTIONAL IF
40 MPH OR LESS
BR
50’ - 100’
6 DEVICE MIN.N/ATHIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
OPTIONAL IF
SPACE IS LIMITED
SUPERVISOR
PHONE NUMBER (office)
3/2/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPW.6
2021 Overlay project
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
STOP
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
NO PARK BARRICADE
(IF NECESSARY)
CLOSURE MAY AFFECT RESIDENT
DRIVEWAY
PROPERTY OWNER PERMISSION
REQUIRED TO BLOCK DRIVEWAY
NOTIFY AFFECTED RESIDENTS OF
WORK TIMES & DATES
WORK
AREA
DISTANCE
VARIES
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STOP
STOP
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
W20-7a
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
W20-7a
STOP
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
NOT FOR USE AT SIGNALIZED INTERSECTIONS
TRAFFIC CONTROL PLAN
KENT, WA
ONE-LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
3-WAY INTERSECTION
STOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS SPACE
ALLOWS.
REFER TO SIGN SPACING CHART.
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)
BR
50’ - 100’
6 DEVICE MIN.
.
.
#
,N/ATHIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
OPTIONAL IF
SPACE IS LIMITED
SUPERVISOR
PHONE NUMBER (office)
3/2/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPW.7
2021 Overlay project
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
STOP
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
NO PARK BARRICADE
(IF NECESSARY)
CLOSURE MAY AFFECT RESIDENT
DRIVEWAY
PROPERTY OWNER PERMISSION
REQUIRED TO BLOCK DRIVEWAY
NOTIFY AFFECTED RESIDENTS OF
WORK TIMES & DATES
WORK
AREA
DISTANCE
VARIES
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STOP
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
W20-7a
SHALL MAINTAIN 11’
MIN. LANE WIDTHROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
BE
PREPARED
TO
STOP W20-7b W20-7a
OPTIONAL IF
40 MPH OR LESS
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
STOP
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
NOT FOR USE AT SIGNALIZED INTERSECTIONS
TRAFFIC CONTROL PLAN
KENT, WA
ONE-LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
4-WAY INTERSECTION
STOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS SPACE
ALLOWS.
REFER TO SIGN SPACING CHART.
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)
BR
50’ - 100’
6 DEVICE MIN.
.
.
#
,N/ATHIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
OPTIONAL IF
SPACE IS LIMITED
SUPERVISOR
PHONE NUMBER (office)
3/2/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPW.8
2021 Overlay project
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
STOP
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
FLAGGING STATION
NO PARK BARRICADE
(IF NECESSARY)
CLOSURE MAY AFFECT RESIDENT
DRIVEWAY
PROPERTY OWNER PERMISSION
REQUIRED TO BLOCK DRIVEWAY
NOTIFY AFFECTED RESIDENTS OF
WORK TIMES & DATES
WORK
AREA
DISTANCE
VARIES
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STOP
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
W20-7a
SHALL MAINTAIN 11’
MIN. LANE WIDTHROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
BE
PREPARED
TO
STOP W20-7b W20-7a
OPTIONAL IF
40 MPH OR LESS
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
STOP
STOP
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
W20-7a
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
NOT FOR USE AT SIGNALIZED INTERSECTIONS
“N o t f o r u s e a t s i g n a l i z e d i n t e r s e c t i o n s .”
TRAFFIC CONTROL PLAN
KENT, WA
ONE-LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
3-WAY INTERSECTION
W20-7a
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS SPACE
ALLOWS.
REFER TO SIGN SPACING CHART.
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)
BR
50’ - 100’
6 DEVICE MIN.
.
.
#
,N/ATHIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
OPTIONAL IF
SPACE IS LIMITED
SUPERVISOR
PHONE NUMBER (office)
3/2/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPW.9
2021 Overlay project
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
CLOSURE MAY AFFECT RESIDENT
DRIVEWAY
PROPERTY OWNER PERMISSION
REQUIRED TO BLOCK DRIVEWAY
NOTIFY AFFECTED RESIDENTS OF
WORK TIMES & DATES
WORK
AREA
DISTANCE
VARIES
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STOP
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
W20-7a
SHALL MAINTAIN 11’
MIN. LANE WIDTHROAD
WORK
AHEAD
W20-1 W20-7a
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
LEFT LANE
CLOSED
AHEAD
W20-5L W4-2R
STOP
STOP
RIGHT LANE
CLOSED
AHEAD
W20-5RW4-2L
CONE TAPER = L
CONE TAPER = L
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
STOP
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
FLAGGING STATION
NO PARK BARRICADE
(IF NECESSARY)
TRAFFIC CONTROL PLAN
KENT, WA
ONE-LANE, TWO-WAY TRAFFIC CONTROL
WITH FLAGGERS
4-WAY INTERSECTION
W20-7a
ROAD
WORK
AHEAD
W20-1
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS SPACE
ALLOWS.
REFER TO SIGN SPACING CHART.
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)
BR
50’ - 100’
6 DEVICE MIN.
.
.
#
,N/ATHIS PLAN MAY BE MIRRORED FOR
OPPOSITE SIDE OF ROADWAY USING
SAME SIGNS AND SPACING
YES NO INITIAL
OPTIONAL IF
SPACE IS LIMITED
SUPERVISOR
PHONE NUMBER (office)
3/2/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPW.10
2021 Overlay project
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
CLOSURE MAY AFFECT RESIDENT
DRIVEWAY
PROPERTY OWNER PERMISSION
REQUIRED TO BLOCK DRIVEWAY
NOTIFY AFFECTED RESIDENTS OF
WORK TIMES & DATES
WORK
AREA
DISTANCE
VARIES
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
STOP
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
W20-7a
SHALL MAINTAIN 11’
MIN. LANE WIDTHROAD
WORK
AHEAD
W20-1 W20-7a
28” REFL. CONE.
OFFSET CONES TO
MAINTAIN 11’ MIN.
TRAVEL LANE WIDTH
LEFT LANE
CLOSED
AHEAD
W20-5L W4-2R
STOP
STOP
RIGHT LANE
CLOSED
AHEAD
W20-5RW4-2L
CONE TAPER = L
CONE TAPER = L
ROAD
WORK
AHEAD
W20-1
ONE LANE
ROAD
AHEAD
W20-4
W20-7a
STOP
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
STOP
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
FLAGGING STATION
NO PARK BARRICADE
(IF NECESSARY)
KEEP
CLEAR
KEEP
CLEARKEEPCLEAR
KEEPCLEARR RR R
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
SUPERVISOR
PHONE NUMBER (office)
3/2/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPW.11
2021 Overlay project
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-141984 AVE SMcDonald’s
8320 S 212th St
Kent, WA 98032
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
METRO STOP
UNAFFECTED
(RT 153)
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
28” REFL. CONE
30” x 24”
M4-9B
DETOUR
30” x 24”
M4-9B
DETOUR
R3-5R
MODIFIED
OK
18” x 24”
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
S 212 ST
TYPICAL RIGHT TURN LANE CLOSURE/
CROSSWALK CLOSURE
BNSF (UNAFFECTED)
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
KEEPCLEARKEEPCLEARKEEPCLEARKEEPCLEARR RR R
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:84 AVE SChevron
8315 S 212th St
Kent, WA 98032
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
METRO STOP
UNAFFECTED
(RT 153, 161)
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
28” REFL. CONE
ROAD
WORK
AHEAD
W20-1
30” x 24”
M4-9B
DETOUR
30” x 24”
M4-9B
DETOUR CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
S 212 ST
TYPICAL RIGHT TURN LANE CLOSURE/
CROSSWALK CLOSURE
W4-2L
SUPERVISOR
PHONE NUMBER (office)
3/2/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPW.12
2021 Overlay project
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
RIGHT
TWO LANES
CLOSED
AHEAD
W20-501
R3-7R
30” x 30”
DO NOT
ENTER
RIGHT LANE
MUST
TURN RIGHT
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
CONE TAPER = L
CONE TANGENT = 2L
W4-2L
KEEP
LEFT
R4-7
18” x 24”
DRIVEWAY ACCESS SHALL BE
MAINTAINED WITHIN CONE LINE
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
SUPERVISOR
PHONE NUMBER (office)
3/2/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPW.13
2021 Overlay project
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-141984 AVE SSERVPRO of Kent
8320 S 208th St
Kent, WA 98032
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
METRO STOP
UNAFFECTED
(RT 153)
SPEED
LIMIT
25
POSTED
SPEED
LIMIT
28” REFL. CONE
30” x 24”
M4-9B
DETOUR
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1
S 208 ST
TYPICAL RIGHT TURN LANE CLOSURE/
SIDEWALK CLOSURE
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
SIDEWALK
CLOSED
36” x 24”
R9-9
SIDEWALK NOT PRESENT
EAST OF THESE SIGNS
R3-5R
MODIFIED
OK
18” x 24”
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
SUPERVISOR
PHONE NUMBER (office)
3/2/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPW.14
2021 Overlay project
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
30” x 24”
M4-9B
DETOURSIDEWALK
CLOSED
36” x 24”
R9-9
84 AVE SSERVPRO of Kent
8320 S 208th St
Kent, WA 98032
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
METRO STOP
UNAFFECTED
(RT 153)
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
28” REFL. CONE
S 208 ST
TYPICAL RIGHT LANE CLOSURE/
SIDEWALK CLOSURE
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
SIDEWALK NOT PRESENT
EAST OF THESE SIGNS
RIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1
W4-2L
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
CONE TAPER = L
2021 Asphalt Overlays/Smith A - 4 May 6, 2021
Project Number: 21-3001.1
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: 05/11/2021
County
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
Trade
Asbestos Abatement Workers
Boilermakers
Brick Mason
Brick Mason
Building Service Employees
Building Service Employees
Building Service Employees
Building Service Employees
Cabinet Makers (In Shop).
Carpenters
Carpenters
Carpenters
Carpenters
Carpenters
Carpenters
Carpenters
Cement Masons
King Cement Masons
King Cement Masons
King Cement Masons
King
King
King
King
King
King
King
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Job Classification
Journey Level
Journey Level
Journey Level
Pointer -Caulker -Cleaner
Janitor
Traveling Waxer/Shampooer
Window Cleaner (Non -Scaffold)
Window Cleaner (Scaffold)
Journey Level
Acoustical Worker
Carpenter
Carpenters on Stationary Tools
Creosoted Material
Floor Finisher
Floor Layer
Scaffold Erector
Application of all Composition
Mastic
Application of all Epoxy
Material
Application of all Plastic
Material
Application of Sealing
Compound
Application of Underlayment
Building General
Composition or Kalman Floors
Concrete Paving
Curb Et Gutter Machine
Curb Et Gutter, Sidewalks
Curing Concrete
Wage Holiday Overtime Note
$52.39
$70.79
$60.57
$60.57
$26.28
$26.63
$29.98
$30.98
$22.74
$64.94
$64.94
$65.07
$65.07
$64.94
$64.94
$64.94
$64.84
5D
5N
7E
7E
5S
5S
5S
5S
7A
7A
7A
7A
7A
7A
7A
7A
$64.34 7A
$64.84 7A
$64.34 7A
1H
1C
1N
1N
2F
2F
2F
2F
1
4C
4C
4C
4C
4C
4C
4C
4U
*Risk
Class
View
View
View
View
View
View
View
View
View
View
View
View
View
View
View
View
View
4U
View
4U
View
4U
View
$64.84
7A
41J
View 1
$64.34
7A
41J
View
$64.84
7A
41J
View
$64.34
7A
41J
View
$64.84
7A
41J
View
$64.34
7A
41J
View
$64.34
7A
41J
View
King
King
King
King
King
King
King
King
King
King
King
King
King
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
Cement Masons
King
Cement
Masons
King
Cement
Masons
King
Cement
Masons
King
Cement
Masons
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
King
Cement Masons
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Divers Et Tenders
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Dredge Workers
Drywall Applicator
Drywall Tapers
Electrical Fixture Maintenance
Workers
Electricians - Inside
Electricians - Inside
Electricians - Inside
Finish Colored Concrete
Floor Grinding
Floor Grinding/Polisher
Green Concrete Saw, self -
powered
Grouting of all Plates
Grouting of all Tilt -up Panels
Gunite Nozzleman
Hand Powered Grinder
Journey Level
Patching Concrete
Pneumatic Power Tools
Power Chipping Et Brushing
Sand Blasting Architectural
Finish
Screed Et Rodding Machine
Spackling or Skim Coat
Concrete
Troweling Machine Operator
Troweling Machine Operator on
Colored Slabs
Tunnel Workers
Bell/Vehicle or Submersible
Operator (Not Under Pressure)
Dive Supervisor/Master
Diver
Diver On Standby
Diver Tender
Manifold Operator
Manifold Operator Mixed Gas
Remote Operated Vehicle
Operator/Technician
Remote Operated Vehicle
Tender
Assistant Engineer
Assistant Mate (Deckhand)
Boatmen
Engineer Welder
Leverman, Hydraulic
Mates
Oiler
Journey Level
Journey Level
Journey Level
$64.84 7A 4U View
$64.84 7A 4U View
$64.34 7A 4U View
$64.84 7A 4U View
$64.34
7A
4U
View
$64.34
7A
4U
View
$64.84
7A
4U
View
$64.84
7A
4U
View
$64.34
7A
4U
View
$64.34
7A
4U
View
$64.84
7A
4U
View
$64.84
7A
4U
View
$64.84
7A
4U
View
$64.84 7A 4U View
$64.34 7A 4U View
$64.84 7A 4U View
$64.84 7A 4U View
$64.84 7A 4U View
$118.80 7A 4C View
$81.98
7A
4C
View
$118.80
7A
4C
8V View
$76.98
7A
4C
View
$69.91
7A
4C
View
$69.91
7A
4C
View
$74.91
7A
4C
View
$69.91
7A
4C
View
$65.19 7A 4C View
$70.62
5D
3F
View
$70.07
5D
3F
View
$70.62
5D
3F
View
$71.97
5D
3F
View
$73.41
5D
3F
View
$70.62
5D
3F
View
$70.07
5D
3F
View
$64.94
5D
1 H
View
$65.31
5P
1 E
View
$31.99
5L
1 E
View
Cable Splicer $92.57 7C 4E View
Cable Splicer (tunnel) $99.46 7C 4E View
Certified Welder $89.44 7C 4E View
King
Electricians - Inside
Certified Welder (tunnel)
$96.02
7C
4E
View
King
Electricians - Inside
Construction Stock Person
$44.78
7C
4E
View
King
Electricians - Inside
Journey Level
$86.30
7C
4E
View
King
Electricians - Inside
Journey Level (tunnel)
$92.57
7C
4E
View
King
Electricians - Motor Shop
Journey Level
$47.53
5A
1 B
View
King
Electricians - Powerline
Cable Splicer
$82.39
5A
4D
View
Construction
King
Electricians - Powerline
Certified Line Welder
$75.64
5A
4D
View
Construction
King
Electricians - Powerline
Groundperson
$49.17
5A
4D
View
Construction
King
Electricians - Powerline
Heavy Line Equipment
$75.64
5A
4D
View
Construction
Operator
King
Electricians - Powerline
Journey Level Lineperson
$75.64
5A
4D
View
Construction
King
Electricians - Powerline
Line Equipment Operator
$64.54
5A
4D
View
Construction
King
Electricians - Powerline
Meter Installer
$49.17
5A
4D
8W
View
Construction
King
Electricians - Powerline
Pole Sprayer
$75.64
5A
4D
View
Construction
King
Electricians - Powerline
Powderperson
$56.49
5A
4D
View
Construction
King
Electronic Technicians
Journey Level
$53.57
7E
1 E
View
King
Elevator Constructors
Mechanic
$100.51
7D
4A
View
King
Elevator Constructors
Mechanic In Charge
$108.53
7D
4A
View
King
Fabricated Precast Concrete
All Classifications - In -Factory
$18.25
5B
1 R
View
Products
Work Only
King
Fence Erectors
Fence Erector
$44.40
7A
4V
8Y
View
King
Fence Erectors
Fence Laborer
$44.40
7A
4V
8Y
View
King
Flaggers
Journey Level
$44.40
7A
4V
8Y
View
King
Glaziers
Journey Level
$69.26
7L
1Y
View
King
Heat Et Frost Insulators And
Journeyman
$79.43
5J
4H
View
Asbestos Workers
King
Heating Equipment Mechanics
Journey Level
$89.61
7F
1 E
View
King
Hod Carriers Et Mason Tenders
Journey Level
$54.01
7A
4V
8Y
View
King
Industrial Power Vacuum
Journey Level
$13.69
1
View
Cleaner
King
Inland Boatmen
Boat Operator
$61.41
5B
1 K
View
King
Inland Boatmen
Cook
$56.48
5B
1 K
View
King
Inland Boatmen
Deckhand
$57.48
5B
1 K
View
King
Inland Boatmen
Deckhand Engineer
$58.81
5B
1 K
View
King
Inland Boatmen
Launch Operator
$58.89
5B
1 K
View
King
Inland Boatmen
Mate
$57.31
5B
1 K
View
King
Inspection/Cleaning/Sealing Of
Cleaner Operator, Foamer
$31.49
1
View
Sewer Et Water Systems By
Operator
Remote Control
King
Inspection/Cleaning/Sealing Of
Grout Truck Operator
$13.69
1
View
Sewer Et Water Systems By
Remote Control
King
Inspection/Cleaning/Sealing Of
Head Operator
$24.91
1
View
Sewer Et Water Systems By
Remote Control
King
Inspection/Cleaning/Sealing Of
Technician
$19.33
1
View
Sewer Et Water Systems By
Remote Control
King
Inspection/Cleaning/Sealing Of
Tv Truck Operator
$20.45
1
View
Sewer Et Water Systems By
Remote Control
King
Insulation Applicators
Journey Level
$64.94
7A
4C
T
View
King
Ironworkers
Journeyman
$76.78
7N
10
View
King
Laborers
Air, Gas Or Electric Vibrating
$52.39
7A
4V
8Y
View
Screed
King
Laborers
Airtrac Drill Operator
$54.01
7A
4V
8Y
View
King
Laborers
Ballast Regular Machine
$52.39
7A
4V
8Y
View
King
Laborers
Batch Weighman
$44.40
7A
4V
8Y
View
King
Laborers
Brick Pavers
$52.39
7A
4V
8Y
View
King
Laborers
Brush Cutter
$52.39
7A
4V
8Y
View
King
Laborers
Brush Hog Feeder
$52.39
7A
4V
8Y
View
King
Laborers
Burner
$52.39
7A
4V
8Y
View
King
Laborers
Caisson Worker
$54.01
7A
4V
8Y
View
King
Laborers
Carpenter Tender
$52.39
7A
4V
8Y
View
King
Laborers
Cement Dumper -paving
$53.35
7A
4V
8Y
View
King
Laborers
Cement Finisher Tender
$52.39
7A
4V
8Y
View
King
Laborers
Change House Or Dry Shack
$52.39
7A
4V
8Y
View
King
Laborers
Chipping Gun (30 Lbs. And
$53.35
7A
4V
8Y
View
Over)
King
Laborers
Chipping Gun (Under 30 Lbs.)
$52.39
7A
4V
8Y
View
King
Laborers
Choker Setter
$52.39
7A
4V
8Y
View
King
Laborers
Chuck Tender
$52.39
7A
4V
8Y
View
King
Laborers
Clary Power Spreader
$53.35
7A
4V
8Y
View
King
Laborers
Clean-up Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Concrete Dumper/Chute
$53.35
7A
4V
8Y
View
Operator
King
Laborers
Concrete Form Stripper
$52.39
7A
4V
8Y
View
King
Laborers
Concrete Placement Crew
$53.35
7A
4V
8Y
View
King
Laborers
Concrete Saw Operator/Core
$53.35
7A
4V
8Y
View
Driller
King
Laborers
Crusher Feeder
$44.40
7A
4V
8Y
View
King
Laborers
Curing Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Demolition: Wrecking Et Moving
$52.39
7A
4V
8Y
View
(Incl. Charred Material)
King
Laborers
Ditch Digger
$52.39
7A
4V
8Y
View
King
Laborers
Diver
$54.01
7A
4V
8Y
View
King
Laborers
Drill Operator (Hydraulic,
$53.35
7A
4V
8Y
View
Diamond)
King
Laborers
Dry Stack Walls
$52.39
7A
4V
8Y
View
King
Laborers
Dump Person
$52.39
7A
4V
8Y
View
King
Laborers
Epoxy Technician
$52.39
7A
4V
8Y
View
King
Laborers
Erosion Control Worker
$52.39
7A
4V
8Y
View
King
Laborers
Faller Et Bucker Chain Saw
$53.35
7A
4V
8Y
View
King
Laborers
Fine Graders
$52.39
7A
4V
8Y
View
King
Laborers
Firewatch
$44.40
7A
4V
8Y
View
King
Laborers
Form Setter
$52.39
7A
4V
8Y
View
King
Laborers
Gabian Basket Builders
$52.39
7A
4V
8Y
View
King
Laborers
General Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Grade Checker Et Transit Person
$54.01
7A
4V
8Y
View
King
Laborers
Grinders
$52.39
7A
4V
8Y
View
King
Laborers
Grout Machine Tender
$52.39
7A
4V
8Y
View
King
Laborers
Groutmen (Pressure) Including
$53.35
7A
4V
8Y
View
Post Tension Beams
King
Laborers
Guardrail Erector
$52.39
7A
4V
8Y
View
King
Laborers
Hazardous Waste Worker (Level
$54.01
7A
4V
8Y
View
A)
King
Laborers
Hazardous Waste Worker (Level
$53.35
7A
4V
8Y
View
B)
King
Laborers
Hazardous Waste Worker (Level
$52.39
7A
4V
8Y
View
C)
King
Laborers
High Scaler
$54.01
7A
4V
8Y
View
King
Laborers
Jackhammer
$53.35
7A
4V
8Y
View
King
Laborers
Laserbeam Operator
$53.35
7A
4V
8Y
View
King
Laborers
Maintenance Person
$52.39
7A
4V
8Y
View
King
Laborers
Manhole Builder-Mudman
$53.35
7A
4V
8Y
View
King
Laborers
Material Yard Person
$52.39
7A
4V
8Y
View
King
Laborers
Motorman -Dinky Locomotive
$53.35
7A
4V
8Y
View
King
Laborers
Nozzleman (Concrete Pump,
$53.35
7A
4V
8Y
View
Green Cutter When Using
Combination Of High Pressure
Air Et Water On Concrete Et
Rock, Sandblast, Gunite,
Shotcrete, Water Blaster,
Vacuum Blaster)
King
Laborers
Pavement Breaker
$53.35
7A
4V
8Y
View
King
Laborers
Pilot Car
$44.40
7A
4V
8Y
View
King
Laborers
Pipe Layer Lead
$54.01
7A
4V
8Y
View
King
Laborers
Pipe Layer/Tailor
$53.35
7A
4V
8Y
View
King
Laborers
Pipe Pot Tender
$53.35
7A
4V
8Y
View
King
Laborers
Pipe Reliner
$53.35
7A
4V
8Y
View
King
Laborers
Pipe Wrapper
$53.35
7A
4V
8Y
View
King
Laborers
Pot Tender
$52.39
7A
4V
8Y
View
King
Laborers
Powderman
$54.01
7A
4V
8Y
View
King
Laborers
Powderman's Helper
$52.39
7A
4V
8Y
View
King
Laborers
Power Jacks
$53.35
7A
4V
8Y
View
King
Laborers
Railroad Spike Puller - Power
$53.35
7A
4V
8Y
View
King
Laborers
Raker - Asphalt
$54.01
7A
4V
8Y
View
King
Laborers
Re-timberman
$54.01
7A
4V
8Y
View
King
Laborers
Remote Equipment Operator
$53.35
7A
4V
8Y
View
King
Laborers
Rigger/Signal Person
$53.35
7A
4V
8Y
View
King
Laborers
Rip Rap Person
$52.39
7A
4V
8Y
View
King
Laborers
Rivet Buster
$53.35
7A
4V
8Y
View
King
Laborers
Rodder
$53.35
7A
4V
8Y
View
King
Laborers
Scaffold Erector
$52.39
7A
4V
8Y
View
King
Laborers
Scale Person
$52.39
7A
4V
8Y
View
King
Laborers
Sloper (Over 20")
$53.35
7A
4V
8Y
View
King
Laborers
Sloper Sprayer
$52.39
7A
4V
8Y
View
King
Laborers
Spreader (Concrete)
$53.35
7A
4V
8Y
View
King
Laborers
Stake Hopper
$52.39
7A
4V
8Y
View
King
Laborers
Stock Piler
$52.39
7A
4V
8Y
View
King
Laborers
Swinging Stage/Boatswain
$44.40
7A
4V
8Y
View
Chair
King
Laborers
Tamper Et Similar Electric, Air
$53.35
7A
4V
8Y
View
Et Gas Operated Tools
King
Laborers
Tamper (Multiple Et Self-
$53.35
7A
4V
8Y
View
propelled)
King
Laborers
Timber Person - Sewer (Lagger,
$53.35
7A
4V
8Y
View
Shorer Et Cribber)
King
Laborers
Toolroom Person (at Jobsite)
$52.39
7A
4V
8Y
View
King
Laborers
Topper
$52.39
7A
4V
8Y
View
King
Laborers
Track Laborer
$52.39
7A
4V
8Y
View
King
Laborers
Track Liner (Power)
$53.35
7A
4V
8Y
View
King
Laborers
Traffic Control Laborer
$47.48
7A
4V
9C
View
King
Laborers
Traffic Control Supervisor
$50.31
7A
4V
9C
View
King
Laborers
Truck Spotter
$52.39
7A
4V
8Y
View
King
Laborers
Tugger Operator
$53.35
7A
4V
8Y
View
King
Laborers
Tunnel Work -Compressed Air
$129.67
7A
4V
9B
View
Worker 0-30 psi
King
Laborers
Tunnel Work -Compressed Air
$134.70
7A
4V
9B
View
Worker 30.01-44.00 psi
King
Laborers
Tunnel Work -Compressed Air
$138.38
7A
4V
9B
View
Worker 44.01-54.00 psi
King
Laborers
Tunnel Work -Compressed Air
$144.08
7A
4V
9B
View
Worker 54.01-60.00 psi
King
Laborers
Tunnel Work -Compressed Air
$146.20
7A
4V
9B
View
Worker 60.01-64.00 psi
King
Laborers
Tunnel Work -Compressed Air
$151.30
7A
4V
9B
View
Worker 64.01-68.00 psi
King
Laborers
Tunnel Work -Compressed Air
$153.20
7A
4V
9B
View
Worker 68.01-70.00 psi
King
Laborers
Tunnel Work -Compressed Air
$155.20
7A
4V
9B
View
Worker 70.01-72.00 psi
King
Laborers
Tunnel Work -Compressed Air
$157.20
7A
4V
9B
View
Worker 72.01-74.00 psi
King
Laborers
Tunnel Work-Guage and Lock
$54.11
7A
4V
8Y
View
Tender
King
Laborers
Tunnel Work -Miner
$54.11
7A
4V
8Y
View
King
Laborers
Vibrator
$53.35
7A
4V
8Y
View
King
Laborers
Vinyl Seamer
$52.39
7A
4V
8Y
View
King
Laborers
Watchman
$40.36
7A
4V
8Y
View
King
Laborers
Welder
$53.35
7A
4V
8Y
View
King
Laborers
Well Point Laborer
$53.35
7A
4V
8Y
View
King
Laborers
Window Washer/Cleaner
$40.36
7A
4V
8Y
View
King
Laborers - Underground Sewer
General Laborer Et Topman
$52.39
7A
4V
8Y
View
Et Water
King
Laborers - Underground Sewer
Pipe Layer
$53.35
7A
4V
8Y
View
Et Water
King
Landscape Construction
Landscape
$40.36
7A
4V
8Y
View
Construction/Landscaping Or
Planting Laborers
King
Landscape Construction
Landscape Operator
$72.28
7A
3K
8X
View
King
Landscape Maintenance
Groundskeeper
$17.87
1
View
King
Lathers
Journey Level
$64.94
5D
1 H
View
King
Marble Setters
Journey Level
$60.57
7E
1 N
View
King
Metal Fabrication (In Shop).
Journey Level
$41.70
15F
11A
View
King
Millwright
Journey Level
$66.44
7A
4C
View
King
Modular Buildings
Cabinet Assembly
$13.69
1
View
King
Modular Buildings
Electrician
$13.69
1
View
King
Modular Buildings
Equipment Maintenance
$13.69
1
View
King
Modular Buildings
Plumber
$13.69
1
View
King
Modular Buildings
Production Worker
$13.69
1
View
King
Modular Buildings
Tool Maintenance
$13.69
1
View
King
Modular Buildings
Utility Person
$13.69
1
View
King
Modular Buildings
Welder
$13.69
1
View
King
Painters
Journey Level
$45.40
6Z
2B
View
King
Pile Driver
Crew Tender
$69.91
7A
4C
View
King
Pile Driver
Crew Tender/Technician
$69.91
7A
4C
View
King
Pile Driver
Hyperbaric Worker -
$80.76
7A
4C
View
Compressed Air Worker 0-30.00
PSI
King
Pile Driver
Hyperbaric Worker -
$85.76
7A
4C
View
Compressed Air Worker 30.01
44.00 PSI
King
Pile Driver
Hyperbaric Worker -
$89.76
7A
4C
View
Compressed Air Worker 44.01 -
54.00 PSI
King
Pile Driver
Hyperbaric Worker -
$94.76
7A
4C
View
Compressed Air Worker 54.01
60.00 PSI
King
Pile Driver
Hyperbaric Worker -
$97.26
7A
4C
View
Compressed Air Worker 60.01 -
64.00 PSI
King
Pile Driver
Hyperbaric Worker -
$102.26
7A
4C
View
Compressed Air Worker 64.01
68.00 PSI
King
Pile Driver
Hyperbaric Worker -
$104.26
7A
4C
View
Compressed Air Worker 68.01
70.00 PSI
King
Pile Driver
Hyperbaric Worker -
$106.26
7A
4C
View
Compressed Air Worker 70.01 -
72.00 PSI
King
Pile Driver
Hyperbaric Worker -
$108.26
7A
4C
View
Compressed Air Worker 72.01
74.00 PSI
King
Pile Driver
Journey Level
$65.19
7A
4C
View
King
Plasterers
Journey Level
$61.67
M
1 R
View
King
Playground It Park Equipment
Journey Level
$13.69
1
View
Installers
King
Plumbers & Pipefitters
Journey Level
$92.19
6Z
1G
View
King
Power Equipment Operators
Asphalt Plant Operators
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Assistant Engineer
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Barrier Machine (zipper)
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Batch Plant Operator: concrete
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Bobcat
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Brokk - Remote Demolition
$69.12
7A
3K
8X
View
Equipment
King
Power Equipment Operators
Brooms
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Bump Cutter
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Cableways
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Chipper
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Compressor
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Concrete Finish Machine -
$69.12
7A
3K
8X
View
Laser Screed
King
Power Equipment Operators
Concrete Pump - Mounted Or
$72.28
7A
3K
8X
View
Trailer High Pressure Line
Pump, Pump High Pressure
King
Power Equipment Operators
Concrete Pump: Truck Mount
$73.49
7A
3K
8X
View
With Boom Attachment Over 42
M
King
Power Equipment Operators
Concrete Pump: Truck Mount
$72.84
7A
3K
8X
View
With Boom Attachment Up To
42m
King
Power Equipment Operators
Conveyors
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Cranes friction: 200 tons and
$75.72
7A
3K
8X
View
over
King
Power Equipment Operators
Cranes: 100 tons through 199
$74.22
7A
3K
8X
View
tons, or 150' of boom
(including jib with
attachments)
King
Power Equipment Operators
Cranes: 20 Tons Through 44
$72.84
7A
3K
8X
View
Tons With Attachments
King
Power Equipment Operators
Cranes: 200 tons- 299 tons, or
$74.99
7A
3K
8X
View
250' of boom including jib with
attachments
King
Power Equipment Operators
Cranes: 300 tons and over or
$75.72
7A
3K
8X
View
300' of boom including jib with
attachments
King
Power Equipment Operators
Cranes: 45 Tons Through 99
$73.49
7A
3K
8X
View
Tons, Under 150' Of Boom
(including Jib With
Attachments)
King
Power Equipment Operators
Cranes: A -frame - 10 Tons And
$69.12
7A
3K
8X
View
Under
King
Power Equipment Operators
Cranes: Friction cranes through
$74.99
7A
3K
8X
View
199 tons
King
Power Equipment Operators
Cranes: through 19 tons with
$72.28
7A
3K
8X
View
attachments, A -frame over 10
tons
King
Power Equipment Operators
Crusher
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Deck Engineer/Deck Winches
$72.84
7A
3K
8X
View
(power)
King
Power Equipment Operators
Derricks, On Building Work
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Dozers D-9 Ft Under
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Drill Oilers: Auger Type, Truck
$72.28
7A
3K
8X
View
Or Crane Mount
King
Power Equipment Operators
Drilling Machine
$74.22
7A
3K
8X
View
King
Power Equipment Operators
Elevator And Man -lift:
$69.12
7A
3K
8X
View
Permanent And Shaft Type
King
Power Equipment Operators
Finishing Machine, Bidwell And
$72.84
7A
3K
8X
View
Gamaco Et Similar Equipment
King
Power Equipment Operators
Forklift: 3000 Lbs And Over
$72.28
7A
3K
8X
View
With Attachments
King
Power Equipment Operators
Forklifts: Under 3000 Lbs. With
$69.12
7A
3K
8X
View
Attachments
King
Power Equipment Operators
Grade Engineer: Using Blue
$72.84
7A
3K
8X
View
Prints, Cut Sheets, Etc
King
Power Equipment Operators
Gradechecker/Stakeman
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Guardrail Punch
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Hard Tail End Dump
$73.49
7A
3K
8X
View
Articulating Off- Road
Equipment 45 Yards. &t Over
King
Power Equipment Operators
Hard Tail End Dump
$72.84
7A
3K
8X
View
Articulating Off -road
Equipment Under 45 Yards
King
Power Equipment Operators
Horizontal/Directional Drill
$72.28
7A
3K
8X
View
Locator
King
Power Equipment Operators
Horizontal/Directional Drill
$72.84
7A
3K
8X
View
Operator
King
Power Equipment Operators
Hydralifts/Boom Trucks Over
$72.28
7A
3K
8X
View
10 Tons
King
Power Equipment Operators
Hydralifts/Boom Trucks, 10
$69.12
7A
3K
8X
View
Tons And Under
King
Power Equipment Operators
Loader, Overhead 8 Yards. Ft
$74.22
7A
3K
8X
View
Over
King
Power Equipment Operators
Loader, Overhead, 6 Yards. But
$73.49
7A
3K
8X
View
Not Including 8 Yards
King
Power Equipment Operators
Loaders, Overhead Under 6
$72.84
7A
3K
8X
View
Yards
King
Power Equipment Operators
Loaders, Plant Feed
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Loaders: Elevating Type Belt
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Locomotives, All
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Material Transfer Device
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Mechanics, All (leadmen -
$74.22
7A
3K
8X
View
$0.50 Per Hour Over Mechanic)
King
Power Equipment Operators
Motor Patrol Graders
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Mucking Machine, Mole, Tunnel
$73.49
7A
3K
8X
View
Drill, Boring, Road Header
And/or Shield
King
Power Equipment Operators
Oil Distributors, Blower
$69.12
7A
3K
8X
View
Distribution E. Mulch Seeding
Operator
King
Power Equipment Operators
Outside Hoists (Elevators And
$72.28
7A
3K
8X
View
Manlifts), Air Tuggers, Strato
King
Power Equipment Operators
Overhead, Bridge Type Crane:
$72.84
7A
3K
8X
View
20 Tons Through 44 Tons
King
Power Equipment Operators
Overhead, Bridge Type: 100
$74.22
7A
3K
8X
View
Tons And Over
King
Power Equipment Operators
Overhead, Bridge Type: 45 Tons
$73.49
7A
3K
8X
View
Through 99 Tons
King
Power Equipment Operators
Pavement Breaker
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Pile Driver (other Than Crane
$72.84
7A
3K
8X
View
Mount)
King
Power Equipment Operators
Plant Oiler - Asphalt, Crusher
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Posthole Digger, Mechanical
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Power Plant
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Pumps - Water
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Quad 9, Hd 41, D10 And Over
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Quick Tower - No Cab, Under
$69.12
7A
3K
8X
View
100 Feet In Height Based To
Boom
King
Power Equipment Operators
Remote Control Operator On
$73.49
7A
3K
8X
View
Rubber Tired Earth Moving
Equipment
King
Power Equipment Operators
Rigger and Bellman
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Rigger/Signal Person, Bellman
$72.28
7A
3K
8X
View
(Certified)
King
Power Equipment Operators
Rollagon
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Roller, Other Than Plant Mix
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Roller, Plant Mix Or Multi -lift
$72.28
7A
3K
8X
View
Materials
King
Power Equipment Operators
Roto-mill, Roto-grinder
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Saws - Concrete
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Scraper, Self Propelled Under
$72.84
7A
3K
8X
View
45 Yards
King
Power Equipment Operators
Scrapers - Concrete Et Carry All
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Scrapers, Self-propelled: 45
$73.49
7A
3K
8X
View
Yards And Over
King
Power Equipment Operators
Service Engineers - Equipment
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Shotcrete/Gunite Equipment
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Shovel, Excavator, Backhoe,
$72.28
7A
3K
8X
View
Tractors Under 15 Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoe:
$73.49
7A
3K
8X
View
Over 30 Metric Tons To 50
Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoes,
$72.84
7A
3K
8X
View
Tractors: 15 To 30 Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoes:
$74.22
7A
3K
8X
View
Over 50 Metric Tons To 90
Metric Tons
King
Power Equipment Operators
Shovel, Excavator, Backhoes:
$74.99
7A
3K
8X
View
Over 90 Metric Tons
King
Power Equipment Operators
Slipform Pavers
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Spreader, Topsider Et
$73.49
7A
3K
8X
View
Screedman
King
Power Equipment Operators
Subgrader Trimmer
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Tower Bucket Elevators
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Tower Crane Up To 175' In
$74.22
7A
3K
8X
View
Height Base To Boom
King
Power Equipment Operators
Tower Crane: over 175' through
$74.99
7A
3K
8X
View
250' in height, base to boom
King
Power Equipment Operators
Tower Cranes: over 250' in
$75.72
7A
3K
8X
View
height from base to boom
King
Power Equipment Operators
Transporters, All Track Or Truck
$73.49
7A
3K
8X
View
Type
King
Power Equipment Operators
Trenching Machines
$72.28
7A
3K
8X
View
King
Power Equipment Operators
Truck Crane Oiler/driver - 100
$72.84
7A
3K
8X
View
Tons And Over
King
Power Equipment Operators
Truck Crane Oiler/Driver Under
$72.28
7A
3K
8X
View
100 Tons
King
Power Equipment Operators
Truck Mount Portable Conveyor
$72.84
7A
3K
8X
View
King
Power Equipment Operators
Welder
$73.49
7A
3K
8X
View
King
Power Equipment Operators
Wheel Tractors, Farman Type
$69.12
7A
3K
8X
View
King
Power Equipment Operators
Yo Yo Pay Dozer
$72.84
7A
3K
8X
View
King
Power Equipment Operators-
Asphalt Plant Operators
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Assistant Engineer
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Barrier Machine (zipper)
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Batch Plant Operator, Concrete
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Bobcat
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Brokk - Remote Demolition
$69.12
7A
3K
8X
View
Underground Sewer Et Water
Equipment
King
Power Equipment Operators-
Brooms
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Bump Cutter
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Cableways
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Chipper
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Compressor
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Concrete Finish Machine -
$69.12
7A
3K
8X
View
Underground Sewer Et Water
Laser Screed
King
Power Equipment Operators-
Concrete Pump - Mounted Or
$72.28
7A
3K
8X
View
Underground Sewer Et Water
Trailer High Pressure Line
Pump, Pump High Pressure
King
Power Equipment Operators-
Concrete Pump: Truck Mount
$73.49
7A 3K 8X View
Underground Sewer Et Water
With Boom Attachment Over 42
M
King
Power Equipment Operators-
Concrete Pump: Truck Mount
$72.84
7A 3K 8X View
Underground Sewer Et Water
With Boom Attachment Up To
42m
King
Power Equipment Operators-
Conveyors
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Cranes friction: 200 tons and
$75.72
7A 3K 8X View
Underground Sewer Et Water
over
King
Power Equipment Operators-
Cranes: 100 tons through 199
$74.22
7A 3K 8X View
Underground Sewer Et Water
tons, or 150' of boom
(including jib with
attachments)
King
Power Equipment Operators-
Cranes: 20 Tons Through 44
$72.84
7A 3K 8X View
Underground Sewer Et Water
Tons With Attachments
King
Power Equipment Operators-
Cranes: 200 tons- 299 tons, or
$74.99
7A 3K 8X View
Underground Sewer Et Water
250' of boom including jib with
attachments
King
Power Equipment Operators-
Cranes: 300 tons and over or
$75.72
7A 3K 8X View
Underground Sewer Et Water
300' of boom including jib with
attachments
King
Power Equipment Operators-
Cranes: 45 Tons Through 99
$73.49
7A 3K 8X View
Underground Sewer Et Water
Tons, Under 150' Of Boom
(including Jib With
Attachments)
King
Power Equipment Operators-
Cranes: A -frame - 10 Tons And
$69.12
7A 3K 8X View
Underground Sewer Et Water
Under
King
Power Equipment Operators-
Cranes: Friction cranes through
$74.99
7A 3K 8X View
Underground Sewer Et Water
199 tons
King
Power Equipment Operators-
Cranes: through 19 tons with
$72.28
7A 3K 8X View
Underground Sewer Et Water
attachments, A -frame over 10
I
tons
King
Power Equipment Operators-
Crusher
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Deck Engineer/Deck Winches
$72.84
7A 3K 8X View
Underground Sewer Et Water
(power)
King
Power Equipment Operators-
Derricks, On Building Work
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Dozers D-9 Et Under
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Drill Oilers: Auger Type, Truck
$72.28
7A 3K 8X View
Underground Sewer Et Water
Or Crane Mount
King
Power Equipment Operators-
Drilling Machine
$74.22
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Elevator And Man -lift:
$69.12
7A 3K 8X View
Underground Sewer Et Water
Permanent And Shaft Type
King
Power Equipment Operators-
Finishing Machine, Bidwell And
$72.84
7A 3K 8X View
Underground Sewer Et Water
Gamaco Et Similar Equipment
King
Power Equipment Operators-
Forklift: 3000 Lbs And Over
$72.28
7A 3K 8X View
Underground Sewer Et Water
With Attachments
King
Power Equipment Operators-
Forklifts: Under 3000 Lbs. With
$69.12
7A 3K 8X View
Underground Sewer Et Water
Attachments
King
Power Equipment Operators-
Grade Engineer: Using Blue
$72.84
7A 3K 8X View
Underground Sewer Et Water
Prints, Cut Sheets, Etc
King
Power Equipment Operators-
Gradechecker/Stakeman
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Guardrail Punch
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Hard Tail End Dump
$73.49
7A 3K 8X View
Underground Sewer Et Water
Articulating Off- Road
Equipment 45 Yards. Et Over
King
Power Equipment Operators-
Hard Tail End Dump
$72.84
7A 3K 8X View
Underground Sewer Et Water
Articulating Off -road
Equipment Under 45 Yards
King
Power Equipment Operators-
Horizontal/Directional Drill
$72.28
7A 3K 8X View
Underground Sewer Et Water
Locator
King
Power Equipment Operators-
Horizontal/Directional Drill
$72.84
7A 3K 8X View
Underground Sewer Et Water
Operator
King
Power Equipment Operators-
Hydralifts/Boom Trucks Over
$72.28
7A 3K 8X View
Underground Sewer Et Water
10 Tons
King
Power Equipment Operators-
Hydralifts/Boom Trucks, 10
$69.12
7A 3K 8X View
Underground Sewer Et Water
Tons And Under
King
Power Equipment Operators-
Loader, Overhead 8 Yards. Et
$74.22
7A 3K 8X View
Underground Sewer Et Water
Over
King
Power Equipment Operators-
Loader, Overhead, 6 Yards. But
$73.49
7A 3K 8X View
Underground Sewer Et Water
Not Including 8 Yards
King
Power Equipment Operators-
Loaders, Overhead Under 6
$72.84
7A 3K 8X View
Underground Sewer Et Water
Yards
King
Power Equipment Operators-
Loaders, Plant Feed
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Loaders: Elevating Type Belt
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Locomotives, All
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Material Transfer Device
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Mechanics, All (leadmen -
$74.22
7A 3K 8X View
Underground Sewer Et Water
$0.50 Per Hour Over Mechanic)
King
Power Equipment Operators-
Motor Patrol Graders
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Mucking Machine, Mole, Tunnel
$73.49
7A 3K 8X View
Underground Sewer Et Water
Drill, Boring, Road Header
And/or Shield
King
Power Equipment Operators-
Oil Distributors, Blower
$69.12
7A 3K 8X View
Underground Sewer Et Water
Distribution Et Mulch Seeding
Operator
King
Power Equipment Operators-
Outside Hoists (Elevators And
$72.28
7A 3K 8X View
Underground Sewer Et Water
Manlifts), Air Tuggers, Strato
King
Power Equipment Operators-
Overhead, Bridge Type Crane:
$72.84
7A 3K 8X View
Underground Sewer Et Water
20 Tons Through 44 Tons
King
Power Equipment Operators-
Overhead, Bridge Type: 100
$74.22
7A 3K 8X View
Underground Sewer Et Water
Tons And Over
King
Power Equipment Operators-
Overhead, Bridge Type: 45 Tons
$73.49
7A 3K 8X View
Underground Sewer Et Water
Through 99 Tons
King
Power Equipment Operators-
Pavement Breaker
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Pile Driver (other Than Crane
$72.84
7A 3K 8X View
Underground Sewer Et Water
Mount)
King
Power Equipment Operators-
Plant Oiler - Asphalt, Crusher
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Posthole Digger, Mechanical
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Power Plant
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Pumps - Water
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Quad 9, Hd 41, D10 And Over
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Quick Tower - No Cab, Under
$69.12
7A 3K 8X View
Underground Sewer Et Water
100 Feet In Height Based To
Boom
King
Power Equipment Operators-
Remote Control Operator On
$73.49
7A 3K 8X View
Underground Sewer Et Water
Rubber Tired Earth Moving
Equipment
King
Power Equipment Operators-
Rigger and Bellman
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Rigger/Signal Person, Bellman
$72.28
7A 3K 8X View
Underground Sewer Et Water
(Certified)
King
Power Equipment Operators-
Rollagon
$73.49
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Roller, Other Than Plant Mix
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Roller, Plant Mix Or Multi -lift
$72.28
7A 3K 8X View
Underground Sewer Et Water
Materials
King
Power Equipment Operators-
Roto-mill, Roto-grinder
$72.84
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Saws - Concrete
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Scraper, Self Propelled Under
$72.84
7A 3K 8X View
Underground Sewer Et Water
45 Yards
King
Power Equipment Operators-
Scrapers - Concrete Et Carry All
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Scrapers, Self-propelled: 45
$73.49
7A 3K 8X View
Underground Sewer Et Water
Yards And Over
King
Power Equipment Operators-
Service Engineers - Equipment
$72.28
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Shotcrete/Gunite Equipment
$69.12
7A 3K 8X View
Underground Sewer Et Water
King
Power Equipment Operators-
Shovel, Excavator, Backhoe,
$72.28
7A 3K 8X View
Underground Sewer Et Water
Tractors Under 15 Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoe:
$73.49
7A 3K 8X View
Underground Sewer Et Water
Over 30 Metric Tons To 50
Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoes,
$72.84
7A 3K 8X View
Underground Sewer Et Water
Tractors: 15 To 30 Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoes:
$74.22
7A 3K 8X View
Underground Sewer Et Water
Over 50 Metric Tons To 90
Metric Tons
King
Power Equipment Operators-
Shovel, Excavator, Backhoes:
$74.99
7A
3K
8X
View
Underground Sewer Et Water
Over 90 Metric Tons
King
Power Equipment Operators-
Slipform Pavers
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Spreader, Topsider Et
$73.49
7A
3K
8X
View
Underground Sewer Et Water
Screedman
King
Power Equipment Operators-
Subgrader Trimmer
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Tower Bucket Elevators
$72.28
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Tower Crane Up To 175' In
$74.22
7A
3K
8X
View
Underground Sewer Et Water
Height Base To Boom
King
Power Equipment Operators-
Tower Crane: over 175through
$74.99
7A
3K
8X
View
Underground Sewer Et Water
250' in height, base to boom
King
Power Equipment Operators-
Tower Cranes: over 250' in
$75.72
7A
3K
8X
View
Underground Sewer Et Water
height from base to boom
King
Power Equipment Operators-
Transporters, All Track Or Truck
$73.49
7A
3K
8X
View
Underground Sewer Et Water
Type
King
Power Equipment Operators-
Trenching Machines
$72.28
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Truck Crane Oiler/driver - 100
$72.84
7A
3K
8X
View
Underground Sewer Et Water
Tons And Over
King
Power Equipment Operators-
Truck Crane Oiler/Driver Under
$72.28
7A
3K
8X
View
Underground Sewer Et Water
100 Tons
King
Power Equipment Operators-
Truck Mount Portable Conveyor
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Welder
$73.49
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Wheel Tractors, Farmall Type
$69.12
7A
3K
8X
View
Underground Sewer Et Water
King
Power Equipment Operators-
Yo Yo Pay Dozer
$72.84
7A
3K
8X
View
Underground Sewer Et Water
King
Power Line Clearance Tree
Journey Level In Charge
$55.03
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Spray Person
$52.24
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Tree Equipment Operator
$55.03
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Tree Trimmer
$49.21
5A
4A
View
Trimmers
King
Power Line Clearance Tree
Tree Trimmer Groundperson
$37.47
5A
4A
View
Trimmers
King
Refrigeration Et Air
Journey Level
$87.01
6Z
1G
View
Conditioning Mechanics
King
Residential Brick Mason
Journey Level
$60.57
7E
1 N
View
King
Residential Carpenters
Journey Level
$36.44
1
View
King
Residential Cement Masons
Journey Level
$46.64
1
View
King
Residential Drywall Applicators
Journey Level
$64.94
7A
4C
View
King
Residential Drywall Tapers
Journey Level
$36.36
1
View
King
Residential Electricians
Journey Level
$48.80
1
View
King
Residential Glaziers
Journey Level
$28.93
1
View
King
Residential Insulation
Journey Level
$28.18
1
View
Applicators
King
Residential Laborers
Journey Level
$29.73
1
View
King
Residential Marble Setters
Journey Level
$27.38
1
View
King
Residential Painters
Journey Level
$23.47
1
View
King
Residential Plumbers Et
Journey Level
$92.19
6Z
1G
View
Pipefitters
King
Residential Refrigeration Et Air
Journey Level
$87.01
6Z
1G
View
Conditioning Mechanics
King
Residential Sheet Metal
Journey Level
$89.61
7F
1 E
View
Workers
King
Residential Soft Floor Layers
Journey Level
$51.91
5A
3J
View
King
Residential Sprinkler Fitters
Journey Level
$53.04
5C
2R
View
_(Fire Protection),
King
Residential Stone Masons
Journey Level
$60.57
7E
1 N
View
King
Residential Terrazzo Workers
Journey Level
$55.71
7E
1 N
View
King
Residential Terrazzo/Tile
Journey Level
$24.39
1
View
Finishers
King
Residential Tile Setters
Journey Level
$21.04
1
View
King
Roofers
Journey Level
$57.30
5A
3H
View
King
Roofers
Using Irritable Bituminous
$60.30
5A
3H
View
Materials
King
Sheet Metal Workers
Journey Level (Field or Shop)
$89.61
7F
1 E
View
King
Shipbuilding Et Ship Repair
New Construction Boilermaker
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Carpenter
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Crane
$38.54
7V
1
View
Operator
King
Shipbuilding Et Ship Repair
New Construction Electrician
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Heat Et Frost
$79.43
5.1
4H
View
Insulator
King
Shipbuilding Et Ship Repair
New Construction Laborer
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Machinist
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Operating
$38.54
7V
1
View
Engineer
King
Shipbuilding Et Ship Repair
New Construction Painter
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Pipefitter
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Rigger
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Sheet Metal
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction Shipfitter
$38.54
7V
1
View
King
Shipbuilding Et Ship Repair
New Construction
$38.54
7V
1
View
Warehouse/Teamster
King
Shipbuilding Et Ship Repair
New Construction Welder /
$38.54
7V
1
View
Burner
King
Shipbuilding Et Ship Repair
Ship Repair Boilermaker
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Carpenter
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Crane Operator
$45.06
7Y
4K
View
King
Shipbuilding Et Ship Repair
Ship Repair Electrician
$47.42
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Heat Et Frost
$79.43
5J
4H
View
Insulator
King
Shipbuilding Et Ship Repair
Ship Repair Laborer
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Machinist
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Operating Engineer
$45.06
7Y
4K
View
King
Shipbuilding Et Ship Repair
Ship Repair Painter
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Pipefitter
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Rigger
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Sheet Metal
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Shipwright
$47.35
7X
4J
View
King
Shipbuilding Et Ship Repair
Ship Repair Warehouse /
$45.06
7Y
4K
View
Teamster
King
Sign Makers Et Installers
Journey Level
$51.56
0
1
View
_(Electrical)
King
Sign Makers Et Installers (Non-
Journey Level
$33.20
0
1
View
Electrical).
King
Soft Floor Layers
Journey Level
$51.91
5A
3J
View
King
Solar Controls For Windows
Journey Level
$13.69
1
View
King
Sprinkler Fitters (Fire
Journey Level
$85.89
5C
1X
View
Protection)
King
Stage Rigging Mechanics (Non
Journey Level
$13.69
1
View
Structural),
King
Stone Masons
Journey Level
$60.57
7E
1N
View
King
Street And Parking Lot Sweeper
Journey Level
$19.09
1
View
Workers
King
Surveyors
Assistant Construction Site
$72.28
7A
3K
8X
View
Surveyor
King
Surveyors
Chainman
$69.12
7A
3K
8X
View
King
Surveyors
Construction Site Surveyor
$73.49
7A
3K
8X
View
King
Telecommunication Technicians
Journey Level
$53.57
7E
1 E
View
King
Telephone Line Construction -
Cable Splicer
$37.40
5A
2B
View
Outside
King
Telephone Line Construction -
Hole Digger/Ground Person
$25.04
5A
2B
View
Outside
King
Telephone Line Construction -
Telephone Equipment Operator
$31.22
5A
2B
View
Outside
(Light)
King
Telephone Line Construction -
Telephone Lineperson
$35.34
5A
2B
View
Outside
King
Terrazzo Workers
Journey Level
$55.71
7E
1N
View
King
Tile Setters
Journey Level
$55.71
7E
1N
View
King
Tile, Marble Et Terrazzo
Finisher
$46.54
7E
1N
View
Finishers
King
Traffic Control Stripers
Journey Level
$49.13
7A
1 K
View
King
Truck Drivers
Asphalt Mix Over 16 Yards
$64.55
5D
4Y
8L
View
King
Truck Drivers
Asphalt Mix To 16 Yards
$63.71
5D
4Y
8L
View
King
Truck Drivers
Dump Truck
$63.71
5D
4Y
8L
View
King
Truck Drivers
Dump Truck Et Trailer
$64.55
5D
4Y
8L
View
King
Truck Drivers
Other Trucks
$64.55
5D
4Y
8L
View
King
Truck Drivers - Ready Mix
Transit Mix
$64.55
5D
4Y
8L
View
King
Well Drillers Et Irrigation Pump
Irrigation Pump Installer
$17.71
1
View
Installers
King
Well Drillers Et Irrigation Pump
Oiler
$13.69
1
View
Installers
King Well Drillers Et Irrigation Pump Well Driller $18.00 1 View
Installers
Benefit Code Key — Effective 3/3/2021 thru 8/31/2021
Overtime Codes
Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate
must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for
the worker.
ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
D. The first two (2) hours before or after a five -eight (8) hour workweek day or a four -ten (10) hour workweek day and
the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly
rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly
rate of wage.
G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four -
ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten
(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment
breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through
Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate
of wage.
I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage.
The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through
Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.
K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on holidays shall be paid at double the hourly rate of wage.
M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage.
All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
1of14
Benefit Code Key — Effective 3/3/2021 thru 8/31/2021
Overtime Codes Continued
O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday
shall be paid at double the hourly rate of wage.
P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and
one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on
Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)
hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall
be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times
the hourly rate of wage.
R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage.
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.
2of14
Benefit Code Key — Effective 3/3/2021 thru 8/31/2021
Overtime Codes Continued
2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
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.
M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double 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.
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.
F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and
one-half times the hourly rate of wage including holiday pay.
H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at
two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be
compensated at one and one half (1-1/2) times the regular rate of pay.
All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on
Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in
excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee
returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period.
4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage.
3of14
Benefit Code Key — Effective 3/3/2021 thru 8/31/2021
Overtime Codes Continued
4. 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.
D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates
include all members of the assigned crew.
EXCEPTION:
On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating
plants, industrial plants, associated installations and substations, except those substations whose primary function is
to feed a distribution system, will be paid overtime under the following rates:
The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall
be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times
the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times
the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays
and holidays will be at the double the hourly rate of wage.
All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the
hourly rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
On a four -day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours
worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four -
day, ten hour work week, and Saturday shall be paid at one and one half (1'h) 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.
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.
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Overtime Codes Continued
4. 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.
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.
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.
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 ''/2) 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.
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Overtime Codes Continued
4. 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 atone 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.
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.
Z. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium
rate of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked
on holidays shall be paid at double the hourly rate of wage.
11. 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. The first ten (10) hours worked on Saturday and all hours worked on holidays shall be paid at one and one-half times
the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on
Sundays shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until
such time as the employee has had a break of eight (8) hours or more.
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Holiday Codes
A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, and Christmas Day (7).
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, the day before Christmas, and Christmas Day (8).
C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8).
H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day,
And Christmas (6).
I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6).
Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day,
Christmas Eve Day, And Christmas Day (7).
K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9).
L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday after Thanksgiving Day, And Christmas Day (8).
N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day,
Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9).
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday
After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The
Following Monday Shall Be Considered As A Holiday.
Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas
Day (6).
R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After
Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2).
S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
And Christmas Day (7).
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. 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).
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Holiday Codes Continued
T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And
Christmas Day (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be
considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the
holiday.
A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed
As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall
be a regular work day.
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as
a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be
observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday
on the preceding Friday.
D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday
which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a
Saturday shall be observed as a holiday on the preceding Friday.
E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
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Holiday Codes Continued
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.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday.
Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
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.
V. Holidays: New Year's Day, President's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New
Year's Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered
a holiday and compensated accordingly.
W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year's Day, and a Floating Holiday.
X. Holidays: New Year's Day, Day before or after New Year's Day, Presidents' Day, Memorial Day, Independence Day,
Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday
will be taken on the next normal workday.
Y. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
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Holiday Codes Continued
G. New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (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.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6).
Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which
falls on a Saturday shall be observed as a holiday on the preceding Friday.
K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day
before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday
on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday.
Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
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.
V. Holidays: New Year's Day, President's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New
Year's Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered
a holiday and compensated accordingly.
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Holiday Codes Continued
7. 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.
15. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (8). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
G. New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (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.
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.
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.
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Note Codes Continued
8. T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all temporary
traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during
construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or
where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of
Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012.
U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: $1.50,
And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all
work performed underground, including operating, servicing and repairing of equipment. The premium for
underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive
an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who
do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation
receive an additional $0.50 per hour.
V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The
premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay.
Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over
10l' to 150' - $3.00 per foot for each foot over 101 feet. Over 15l' to 220' - $4.00 per foot for each foot over 220 feet.
Over 22 F - $5.00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent
and is measured by the distance travelled from the entrance. 25' to 300' - $1.00 per foot from entrance. 300' to 600'
- $1.50 per foot beginning at 300'. Over 600' - $2.00 per foot beginning at 600'.
W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates
would apply to meters not fitting this description.
X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit:
$1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour.
When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a
government agency or the contract specifications requires that work can only be performed outside the normal 5 am
to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time
status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay.
Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions
that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate.
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Note Codes Continued
8. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require
that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed
on Saturday or Sunday.)
A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require
that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their
classification rate.
Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length:
(A) — 130' to 199' — $0.50 per hour over their classification rate.
(B) — 200' to 299' — $0.80 per hour over their classification rate.
(C) — 300' and over — $1.00 per hour over their classification rate.
B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal
of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian
traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control
Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the
State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012.
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Note Codes Continued
D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or
anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or
manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic
reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,
Level B: $0.75, Level C: $0.50, And Level D: $0.25.
F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere
abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
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