HomeMy WebLinkAboutCAG2021-233 - Original - Northwest Cascade, Inc. - 2021 Watermain Replacement - 05/17/2021ApprovalOriginator:Department:
Date Sent:Date Required:
Authorized to Sign:
Director or Designee Mayor
Date of Council Approval:
Grant? Yes No
Type:Review/Signatures/RoutingDate Received by City Attorney:
Comments:
Date Routed to the Mayor’s Office:
Date Routed to the City Clerk’s Office:Agreement InformationVendor Name:Category:
Vendor Number:Sub-Category:
Project Name:
Project Details:
Agreement Amount:
Start Date:
Basis for Selection of Contractor:
Termination Date:
Local Business? Yes No*
Business License Verification: Yes In-Process Exempt (KCC 5.01.045)
If meets requirements per KCC 3.70.100, please complete “Vendor Purchase-Local Exceptions” form on Cityspace.
Notice required prior to disclosure?
Yes No
Contract Number:
Agreement Routing Form
For Approvals, Signatures and Records Management
This form combines & replaces the Request for Mayor’s Signature and Contract Cover Sheet forms.
(Print on pink or cherry colored paper)
Visit Documents.KentWA.gov to obtain copies of all agreementsadccW22373_1_20
Budget Account Number:
Budget? Yes No
Dir Asst:
Sup/Mgr:
Dir/Dep:
rev. 200821
FOR CITY OF KENT OFFICIAL USE ONLY
(Optional)
* Memo to Mayor must be attached
CAG2021-233
05/18/2021
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
2021 Watermain Replacement
Project Number: 21-3002
BIDS ACCEPTED UNTIL
April 20, 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 New Watermain Connection
Procedures
Section 9 Prevailing Wage Rates
CITY OF KENT
KrNG COUNTY, WASHTNGTON
KENT SPECIAL PROVISIONS FOR
2O2I Watermain RePlacement
Project Number: 2L-3OO2
BIDS ACCEPTED UNTIL
April 20,2O2t
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
,l s+ Casc ad,.o,Uttc
CITY OF KENT
KXNG COUNTY, WASHTNGTON
KENT SPECIAL PROVISIONS FOR
2O2L Watermain Replacement
Project Number: 2L-3OO2
BIDS ACCEPTED UNTIL
April20, 2O2L
11:OO A.M.
BID OPENING IMMEDIATELY FOLLOWING
DELIVER TO
CITY OF KENT, CITY HALL
22O 4th- Avenue S., Kent, WA 98032-5895
GHAD BXEREN, P.E.
PUBLIC WORKS DIRECTOR
KENT
IDDER'S NAM
Wa s u r N G T o N
ORDER OF CONTENTS
Invitation to Bid
Contractor Compliance Statement
Declaration – City of Kent Equal Employment Opportunity Policy
Administrative Policy 1.2 – Minority and Women Contractors
City of Kent Equal Employment Opportunity Compliance Statement
Proposal
Subcontractor List (over $1 million) – HVAC, Plumbing, and Electrical
Subcontractor List (over $1 million) – Structural Steel Installation Rebar Installation
Contractor’s Qualification Statement
Statement that Bidder Has Not Been Disqualified
Certification of Compliance with Wage Payment Statutes
Proposal Signature Page
Bid Bond Form
Combined Declaration Form
Non-Collusion, Minimum Wage
Change Order
Bidder’s Checklist
Payment and Performance Bond
Contract
Table of Contents
Kent Special Provisions
Kent Standard Plans
WSDOT Standard Plans
Traffic Control Plans
New Watermain Connection Procedures
Prevailing Wage Rates
INVITATION TO BID
Notice is hereby given that the City of Kent, washington, will receive sealed bids at the City
cf erk,s office throlgh April zo, zdzt up to 11:oo im. as shown on the clock on the east wall
of the City Clerk,s 6ffi"" on the first floor of City Hall, 22Q 4th Avenue South, Kent, Washington'
All bids must O" 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 irnmediately
following t1:OO ?.rll. for the City of Kent project named as follows:
2O2L llYaterma i n RePlacement
Project Number: 21-3OOz
The City of Kent will conduct the bid openilg _at the time and date as scheduled'
however, due to the coronavirus disease 2Oig (COVID-19) and its impacts the bid
opening process will take place as follows:
Bidders shall call the city clerk at (283) 856-5725 to drop off bids. The city clerk will
read the bids out loud from the clerk's bffice. rndividuals can stand in the lobby
outside the Cterk's office during the bid opening to hear the bid results, but must
stand 6 feet or more aPart.
The project consists of furnishing and installing +/'63o LF of L2" Dl water Main and +/- 500 LF
of 16-inch DI Water Main on three different loiations, reconnecting mains and services,
upgrading sidewalk curb ramps, cement concrete pavement, asphalt overlay, and other related
work items.
The city of Kent has determined the project is essential pursuant to the Governor
Inslee issued Proclamation 2O-2S. StrouiA a contract be executed and this
proclamation oi a-similar proclamation be in place, speciatized plans and pro-tocols
must be established and implemented to meet the social distancing and sanitation
measures set torgr nv the united states Department of Labor or the washington state
b.p".t-ent of Health. It is the contractor's responsibility to implement these
measures.
The Engineer's estimated range for this project is_approximately.$850,000-$1,000,000' Bid
documJnts may be obtained by contacting bity of Kent Engineering-Depaftment, Nancy
yoshitake at 253-g56-550g. For technicalluestions, please call Abdulnaser Almaroof at 253-
856-5535, and Derek Hawkes at 253-856-5548'
Blds must be clearly marked "Bid" with the name of the project _ol_tle outside of the envelope,
addressed to the city clert< ,22o 4rh Avenue south, Keni, Wn georz-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 downloiOeA at n6 charge at KerqWAtgoV/doino-
business/bids-procurement. copies of the wsDor 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 c"i" no less than lialo of the labor hours must be performed by
apprentices. KCC 6.01.030.
A cashier,s check. cash orsurety bond in the amount of 5o/o of the bid must be included with the
bid.
The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates
or to waive any informalities in irre uiouing and shall determine which bid or bidders is the most
responsive, satisfactory and r.rponrible uTdder and shatl be the sole judge thereof. Note: The
award of the contract will not occur until the City of Kent has reviewed all bids for
responsiveness and responsibility determinations and the Kent City council has formally
awarded the contract.
No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit
or as a defense to any action based upon the neElect or refusal to execute a contract.
Bidders must submit with their initial bid a signed statement as to whether they have previously
performed work subject to the President's Executive Order No' 1t246'
No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening'
Dated this 5th daY of APril, 202L.
0
berley A oto, City Cle
BY
Kim
published in Daily Journal of commerce on April 6 and 13, 202L.
CONTRACTOR COM PLIANCE STATEM ENT
(President's Executive Order #LL246)
D )D pl
This statement relates to a proposed contract with the City of Kent named
2O2t Watermain Replacement
Project Number 21-3002
1. I
I am the undersigned bidder or prospective contractor. I represent that -
have,have not, participated in a previous contract or
subcontract subject to the President's Executive Order #11246 (regarding equal
employment opportunity) or a preceding similar Executive Order.
D/sl Uugnfu,,hL
N E OF BIDDER
BY
S
(tlrl,"Uonv -V,P.a+ Clvslrucfla^
b trtv f 33qg
l,JA q8il7
ADDRESS
(Note to Bidders: The information required in this Compliance Statement is
informational only)
202 1 Watermain Im provements/Alma roof
Project Number: 2I-30A2
1 April 5, 2021
DECLARATION
crTY oF KENT EQUAL EMPTOYMENT OPPORTUNTTY POITCY
The City of Kent is committed to conform to Federal and State laws regarding equal
opportunity. As such, all contractors, subcontractors and suppliers who perform work
with relation to this contract shall comply with the regulations of the City's equal
employment opportunity policies.
The following questions specifically identify the requirements the City deems
necessary for any contractor, subcontractor or supplier on this specific contract to
adhere to. An affirmative response is required on all of the following questions for this
contract to be valid and binding. If any contractor, subcontractor or supplier willfully
misrepresents themselves with regard to the directives outlined, it will be considered a
breach of contract and it will be at the City's sole determination regarding suspension
or termination for all or part of the contract;
The questions are as follows:
1. I have read the attached City of Kent administrative policy number 1.2.
2. During the time of this contract, I will not discriminate in employment on the basis
of sex, race, color, national origin, age, or the presence of all sensory, mental or
physical disability.
3. During the time of this contract, the prime contractor will provide a written
statement to all new employees and subcontractors indicating commitment as an
equal opportu nity 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,ree to fulfill the five requirements referenced above.Ia I
By
For:
Title:
gCad"o l,nc
0c &-b^
Date ,,)n
2021 Watermaln Improvements/Almaroof
Project Number: 2L-3O02
ID>l
2 April 5, 2021
CITY OF KENT
ADMINISTRATIVE POLICY
NUMBER: 7.2 EFFECTIVE DATE: January 1, 1998
SUBJECT:
POLICY:
Equal employment opportunity requirements for the City of Kent will conform to
federal and state laws. All contractors, subcontractors, consultants and suppliers of
the City must guarantee equal employment opportunity within their organization and,
if holding contracts with the City amounting to $10,000 or more within any given
year, must take the following affirmative steps:
1. Provide a written statement to all new employees and subcontractors indicating
commitment as an equal opportunity employer.
2. Actively consider for promotion and advancement available minorities and women.
Any contractor, subcontractor, consultant or supplier who willfully disregards the City's
nondiscrimination and equal opportunity requirements shall be considered in breach of
contract and subject to suspension or termination for all or part of the contract.
Contract Compliance Officers will be appointed by the Directors of Planning, Parks,
and Public Works Departments to assume the following duties for their respective
departments.
1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to
these regulations are familiarwith the regulations and the City's equal employment
opportunity policy.
2. Monitoring to assure adherence to federal, state and local laws, policies and
guidelines.
2021 Watermain Improvements/Almaroof
ProJect Number: 2l-3002
MINORITY AND WOMEN
CONTRACTORS
SUPERSEDES: April 1, 1996
APPROVED BY Jim White, Mayor
3 April 5, 2021
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.
r, the undersisned, a dury represented asent ", {lroMunsls+ casoacb, I'ne
du5.)
By
Company, hereby acknowledge and declare that the before-
mentioned company was the prime contractor forthe contract known as 2O21
Watermain acement /Project Number: 21-3002 that was entered into on the
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 KentAdministrative Policy 1.2 and the Declaration City of Kent Equal
Employment Opportunity Policy that was part of the before-mentioned contract.
For:ga da Unc
Title:U.P Df
Date:
2021 Watermain Improvements/Almaroof
Project Number: 2t-3002
4 April 5, 2021
PROPOSAL
To the City Clerk
City Hall
Kent, Washington 98032
The undersigned hereby certifies that tAnmvruotg Casaacu' ['nL
has examined the job site and construction details of the work as outlined on the
plans and described in the specifications for the project named 2O2l Watermain
Replacement/Project Number: 21-30O2 for the City of Kent, Washington, and has
read and thoroughly understands the plans and specifications and contract governing
the work embraced in this improvement and the method by which payment will be
made for that work and hereby proposes to undertake and complete the work
embraced in this improvement in accordance with the bid and contract, and at the
following schedule of rates and prices:
NOTE TO BIDDERS:
1) All bid items are described in the Kent Special Provisions (KSP) orthe Standard
Specifications (WSDOT). Reference the Section No. listed in this proposal, where
the bid item is described.
2) Proposal items are numbered in sequence but are non-continuous.
3) Unit prices for all items, all extensions, and total amount of bid must be shown.
4) Should bid items with identically worded bid item descriptions, marked with
asterisk (x), appear in more than one schedule of the proposal, the bidder must
bid the same unit price on corresponding items for each schedule. If the Contractor
enters different unit prices on these items, the City will unilaterally revise the bid
amounts to the lowest unit price on each corresponding item and recalculate the
Contractor's total bid amount. The corrected total bid amount will be used by the
City for award purposes and fix the amount of the contract bond.
EXAMPLE
SCHEDULE I . STREET
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
QUANTITY
ITEM
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 Watermaln Im provements/Almaroof
Project Number: 2L-3O02
5 April 5, 2021
SCHEDULE I - STREET
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
1000 t-og.7
WSDOT
1
LUMP SUM
Mobilization $lr,lD,ol $ f 2/1lL,oD
PeT LS
1010 2-02.5
KSP
800
SQ YDS
$/?'ro
Per SY
$//rCo'"s()Remove Existing Asphalt
Concrete Pavement
101 5 2-02.5
KSP
400
SQ YDS
Remove Existing Cement
Concrete Pavement
$f.'00 $L,"1oo.an
Per SY
1020 2-02.5
KSP
140
SQ YDS
Remove Cement Concrete
Sidewalk and Driveway
$ /g,fD $ ),YQ" ptr
PeT SY
1025 2-02.5
KSP
180
LN FT
Remove Cement Concrete
Curb and Gutter
$/0,e0
Per LF
$ /r?oo''a
1040 8-09.5
KSP
1
LUMP SUM
Removal of Raised Pavement
Markers and Painted and/or
Thermoplastic Traffic
Markings
*t|ta, n E1,t ca 'to
Per LS
1050 2-02.5
KSP
1,900
LN FT
$ $i.o()
Per LF
g lrsvo.oSaw Cut Existing Asphalt
Concrete Pavement
1055 2-02.5
KSP
750
LN FT
Saw Cut Existing Cement
Concrete Pavement
$ 3,J {D 'N$fto
PeT LF
1060 2-03.5
WSDOT
10
CU YDS
Roadway Excavation Incl.
Haul
$ t/8 ort $ 480.m
Per CY
1080 4-04.5
KSP
t20
TONS
Crushed Surfacing Top
Course, 5/8 Inch Minus
$ n.Ya +ct SW'o)
Per TON
April 5, 20212021 Watermaln Improvements/Almaroof
ProJect Number: 2l-3002
6
SCHEDULE I . STREET
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
1085 4-04.5
KSP
160
TONS
Crushed Surfacing Base
Course, t-t/4 Inch Minus
g/?,f,o $ b,o"o.na
Per TON
1 100 5-04.5
KSP
220
TONS
HMA Class lf 2", PG 58V-22 $/?€,oe $1o,? oo.c.r,r
Per TON
1110 5-04.5
KSP
550
SQ YDS
gl2,oc
Per SY
$G,e66, ooPlaning Bituminous Pavement,
2 Inch Thick
1 115 5-05.5
WSDOT
200
EACH
Tie Bar with Drill Hole $)4,0o $5) 3o"-oo
Per EA
1 120 5-05.5
KSP
100
CU YDS
Cement Concrete Pavement - 9?66. tru $JCrooo''tI Inch Depth, Including Per CY
Dowels
TL25 5-04.5
KSP
20
TONS
gJo0.oo
Per TON
$ f,rooo'ocHot Plant Mix for Temporary
Pavement Patch
1 130 5-04.5
KSP
1
CALC
Asphalt Cost Price Adjustment $3,000x
Per CALC
$3,000
*Common price to all bidders
1140 8-06.5
KSP
10
SQ YDS
Cement Concrete Driveway,
8 Inch Depth, Reinforced
$2tLl"t^)$)t1u-a
Per SY
1145 8- 14.5
KSP
40
SQ YDS
Cement Concrete Sidewalk $/ 01.00
PeT SY
$
?r/ze.eo
LTTO 8- 14.5
KSP
2
EACH
Cement Concrete Sidewalk
Ramp Type Parallel A
*/pot'a $f 2o o.o)
Per EA '
202 1 Watermaln Improvements/Almaroof
ProJect Number: 2L-3OO2
7 Aprll 5, 2021
SCHEDULE I - STREET
ITEM
NO.
SECTION
NO.
APPROX.
QUANTITY
UNIT
PRICE
TOTAL
AMOUNT
ITEM
TL75 8-14.5
KSP
3
EACH
Cement Concrete Sidewalk
Ramp Type Single Direction A l!ftXo,oo $ //,? 60.o2
1205 8-04.5
KSP
170
LN FT
Cement Concrete Curb and
Gutter
$ lb,oo $ 'lr(Lo 'uo
Per LF
r2to 8-04.5
KSP
10
LN FT
$) 0,0-
Per LF
g'loo.ooCement Concrete Curb and
Gutter, 8 Inch Depth,
Reinforced
tzrl 8-04.5
KSP
t40
LN FT
Pedestria n Curb $ )o. eo $ 'l2oo - o-
Per LF
1225 7-05.5
KSP
2
EACH
Circular Manhole Frame and
Cover with Reinforced Cement
Concrete Collar
w
PeT EA
12t,oo
$/,,,tf,o,0a
1235 7-05.5
KSP
2 Adjust Existing Catch Basin
Grate or Curb Inlet Grate to
Finished Grade
$'llo,oo
PeT EA
+ttu.oa
EACH
r245 7-05.5
KSP
2
EACH
Adjust Existing Manhole Cover $fl1,o0
to Finished Grade Per EA
$//oED.n
1315
*
8-28.5
KSP
t2
EACH
Pothole Utilities $.12.f'r0 $$/tO'od
PeT EA
1355 1-04.4(1) 1
WSDOT CALC
Minor Changes $5,000x
PeT CALC
$5,000
xCommon to all bidders
*
202 1 Watermain Im provements/Alma roof
Project Number: 2I-3OO2
Items bearing this description is found in more than one schedule. In accordance
with the CONTRACT PROPOSAT - NOTE TO BIDDERS, it is required that the
same unit price is entered on corresponding items on each schedule.
I April 5, 2021
SCHEDULE I . STREET
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
202 1 Watermaln Improvements/Almaroof
ProJect Number: 2l-3O02
Sub Total
LO.Lo/a WA State Sales Tax
Schedule I Total
o0
$ 2?tyq1 .33
) lr.ort.3J
9 Aprll 5, 2021
SCHEDULE II - WATER
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
20L6 7-09.5
KSP
4
EACH
12 Inch Connection to
Existing Water Main !!/rlr,^ $/t,-1'{o.o)
2035 7-09.5
KSP
630
LN FT
$81,00
PeT LF
$ft zlo.ot12 Inch Diameter Ductile
Iron, Cl 52 Water Main Pipe
2040 7-t2.s
KSP
4
EACH
10 Inch Gate Valve,
MJxFLoTMJxMJoTFLxFL
$1,'J 2o,tD
Per EA
$/LWo',n
204s 7-12.5
KSP
I 12 Inch Gate Valve,
MJ x FLoT MJ x MJ oT FLx FL
$5,08o,o $/4,bto.e
PeT EAEACH
2110 7-09.5
KSP
30
CU YDS
g32o.co
Per CY
$I,Aou 'ooAbandon and Fill Existing
Water Main with CDF
2r20 7-r5.5
KSP
3
EACH
$beD,o"
Per EA
$ lrf fo.eoService Connection
1 Inch Diameter
2r45 7-15.5
KSP
75
LN FT
$fl ,tr
Per LF
$ ?,82s , ttoWater Service Line
1 Inch Diameter
2150 7-L5.5
KSP
3
EACH
1 Inch Meter Setter $l ?fr d, $ ),3;{,oo
Per EA
2220 7-t5.5
KSP
3 Meter Box for 1 Inch Diameter
Service
+840,0t $ z,e10,N
EACH
10
Per EA
April 5, 20212021 Watermain Improvements/Almaroof
Project Number: 2l-3OO2
SCHEDULE II - WATER
ITEM
NO.
SECTION
NO.
APPROX.
QUANTITY
UNIT
PRICE
TOTAL
AMOUNT
ITEM
2255
*
2-09.5
WSDOT
4,100
SQ FT
$ r/O
Per SF
$ t71u, ooShoring or Extra Excavation
Class B
2260
t<
7-49.5
KSP
80
TONS
Foundation Material, Class I
and II for Water Main
$ J3,03 $ I,(o.lo, ea
Per TON
2265
*
2-03.5
WSDOT
60
CU YDS
Unsuitable Foundation
Excavation Incl. Haul
$Lt4,9rt $L,6'lo,ao
Per CY
227s
>l<
7-09.5
KSP
450
TONS
Pipe Zone Bedding for
Water Main
W 5,oD $2o,zf,o. a
Per TON
2285
*
7-O9.5
KSP
520
TONS
$L(0,00
Per TON
$l 0, 80" ' o6Bank Run Gravel for Trench
Backfill for Water Main
($2 50 Min)
2300 7-O9.5
KSP
1
FORCE
ACCOU NT
Dewatering $35,000x $35,000
Per FA
xCommon price to all bidders
*
202 1 Watermain Improvements/Alma roof
Project Number: 2t-3002
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.
2il,Jla 00
Sub Total
10.1olo WA State Sales Tax
Schedule II Total
$Ll,38qn1
213,,1 ('l .? 3
11 April 5, 2021
SCHEDULE III - SANITARY SEWER
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
QUANTITY
ITEM
3000 7-L7.5
KSP
32
LN FT
Split Steel Casing for Existing
Sewer Pipe
$ ul6o,6n2
Per LF
$ 11,12s''D
3030 7-17.5
KSP
30
LN FT
Ductile Iron Sewer Pipe,
12 Inch Diameter Class 50
$3,7E0,/o$l)0,o0
Per LF
3050 7-05.5
KSP
1
EACH
Manhole Under 12 Feet,
Type 1, 48 Inch Diameter 1fl6J6* $.r,rqb.oo
3135 2-02.5
KSP
30
LN FT
Remove Existing Sewer
Pipe
$7,ca $2Z,-.oo
PeT LF
314s
t<
2-02.5
KSP
1
EACH
Remove Existing Catch Basin $"t00,eo $ c/ oo '(s o
or Manhole Per EA
3255
*
2-09.5
WSDOT
200
SQ FT
Shoring or Extra Excavation,
Class B
$ ,/o $ 20, eo
PeT SF
3260
t<
7-08.5
KSP
10
TONS
Foundation Material,
Class I and II
+33,ott +J3o,u
Per TON
3275
t<
7-08.5
KSP
20
TONS
Pipe Zone Bedding $ /(cr)o $ /oo .fD
Per TON
3285
t<
7-08.5
KSP
30
TONS
Bank Run Gravel for Trench
Backfill
$ t{o,oo $12 Do.&)
Per TON
($2.s0 Min)
*
202 1 Watermain Improvements/Alma roof
Project Number: 2l-3O02
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.
L2 April 5, 2021
SCHEDULE III - SANITARY SEWER
ITEM
NO.
SECTION
NO.
APPROX.
QUANTITY
UNIT
PRICE
TOTAL
AMOUNT
ITEM
Sub Total $
10.1olo WA State Sales Tax $
Schedule III Total $
D
^
z8,lr"Q tt
202 1 Watermain Improvements/Almaroof
Project Number: 2t-3002
13 Aprll 5, 2021
SCHEDULE IV - STORM SEWER
ITEM
NO.
SECTION
NO.
APPROX.UNIT
PRICE
TOTAL
AMOUNT
ITEM
TITY
4010 7-04.5
KSP
150
LN FT
Ductile Iron Storm Sewer
Pipe, I Inch Diameter Class
50
%z'ti.e, */d7oo 'oo
Per LF
4080 7-05.5
KSP
3
EACH
Catch Basin, Type 1 I!?lfo, il,rre a>
411 5 7-O5.5
KSP
1
EACH
g$-9f,oa
Per EA
g fi'fl ooBolt Down Catch Basin
Frame and Grate
4L20 3
EACH
7-05.5
KSP
ADA Locking Frame and Grate $fif ,oo
Per EA
+/,CGfoo
4130 7-08.5
KSP
10
CU YD
Abandon and Fill Existing
Storm Sewer Pipe with CDF
$)7o ^oo $ t,2oo'ao
Per CY
4135 2-O2.5
KSP
50
LN FT
Remove Existing Storm Sewer $?,CO
Pipe or Culvert Per LF
$3tr o0
4140 7-05.s
KSP
1
EACH
$Cfo,oo
Per EA
$b?o,oaAbandon Existing Catch Basin
or Manhole
414s
t<
2-O2.5
KSP
4
EACH
$'lN'oo
Per EA
+ 1,600.0aRemove Existing Catch Basin
or Manhole
*
202 1 Watermain Im provements/Alma roof
Project Number: 2I-3002
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,
I4 Aprll 5, 2021
SCHEDULE IV - STORM SEWER
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
QUANTITY
ITEM
4255
*
2-09.5
WSDOT
700
SQ FT
$/0
Per SF
$7 o'tYoShoring or Extra Excavation
Class B
4275
t<
7-08.5
KSP
100
TONS
Pipe Zone Bedding $ "{C.00Per TON
$ "trf,oo..o
4285
t<
7-08.5
KSP
50
TONS
Bank Run Gravel for Trench
Backfill
$ ul?,oo
Per TON
($2.50 Min)
$ L,,ooo'oo
Sub Total $1Co ,o o2q
2021 Watermaln Improvements/Almaroof
ProJect Numben 21-3002
15 Aprll 5, 2021
SCHEDULE V - TRAFFIC CONTROL
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
OUANTITY
ITEM
5005 1- 10.5
KSP
730
HOURS
Traffic Control Labor $fr'ott $T ro7o,uuPer HR
5010 300
SQ FT
1-10.s(2)
WSDOT
Construction Signs Class A $14,00 ${,?oo-c>o
Per SF
5015 1- 10.5
KSP
410
HOURS
Traffic Control Supervisor qo.oo $ L?,Joo.eo
Per HR
5020 1- 10.5
KSP
1
LUMP SUM
Tempora ry Traffic Control
Devices
go,Ybo.oo $l o,?Go' @
PeT LS
5030 1- 10.5
KSP
130
DAYS
Portable Changea ble Message
Sign (PCMS)
$1?,oo
PeT DAY
$/2,,ct0.0b
5035 1- 10.5
KSP
20
DAYS
Sequential Arrow Sign (SAS) $ e1'1,00
PeT DAY
$flf0.cta
5105 B-22.5
KSP
250
LN FT
Profiled Plastic Double Yellow
Center Line
$//,D
PeT LF
$2/r1{-bv
5115 8-22.5
KSP
50
LN FT
Plastic Stop Line
(24 inch wide)
$7,@ $ Jfa.a
PeT LF
5120 8-22.5
WSDOT
900
SQ FT
Plastic Crosswalk Line $ rl,og^o.40$ Lt.g12
Per SF
2021 Watermain Improvements/Almaroof
Project Number: 2L-3002
Sub Total
lO.to/o WA State Sales Tax
Schedule V Total
16
$
00
Aprll 5, 2021
SCHEDULE VII - TEMPOMRY ERO SION AND SEDIMENTATION CONTROL
ITEM
NO.
SECTION
NO.
APPROX.UNIT
PRICE
TOTAL
AMOUNT
ITEM
7015 8-O 1.s(2)
KSP
10
EACH
Inlet Protection Elf,oo $?fa.oo
Per EA
7030 8-01.s(2)
KSP
100
HOURS
ESC Lead $//o,oo $//rwo'a'
Per HR
7040 1-07,1s(1)
WSDOT
1
LUMP SUM
SPCC Plan $2lb.oo $ |fa,oo
PeT LS
7050 8-01.s(2)
WSDOT
50
HOURS
$/o,r,o0
Per HR
$f,Lf,o,oaStreet Cleaning
7055 8-01.s(2)
WSDOT
1
FORCE
ACCOU NT
Erosio n/Water Pol lution
Co ntro I
*Common price to all bidders
$1,5oox
Per FA
$1,500
Sub Total
tO.Lo/o WA State Sales Tax
Schedule VII Total
$ /t,1fo.ro
$t.*q1)C
$LO rt )r
2021 Watermaln Improvements/Almaroof
Project Number: 2I-3002
L7 Aprll S, 2O2L
SCHEDULE VIII - VETERANS DRIVE WATER MAIN
ITEM
NO.
SECTION
NO.
UNIT
PRICE
TOTAL
AMOUNT
APPROX.
QUANTITY
ITEM
8210 7-O9.5
KSP
510
LN FT
16 Inch Diameter Ductile
Iron, Cl 52 Restrained Joint
Water Main Pipe
$/f,D.oo
Per LF
5 7Qf,tto.a
8230 7-12.5
KSP
1
EACH
Combination Air Valve
Assembly and Vault
$/1,)oo to $/2/ADo.ob
Per EA
8240 7-O9.5
KSP
$ 1,500x
Per FA
$ 1,5001
FORCE
ACCOU NT
Water Meter Reimbursement
xCommon price to all bidders
8255
*
2-09.5
WSDOT
3,030
SQ FT
$./o
PeT SF
$J o3,mShoring or Extra Excavation
Class B
8260 7-09.5
KSP
20
TONSt<
Foundation Material, Class I
and II for Water Main
*3 3.oo 9B e 0,op
Per TON
8265
*
2-03.5
WSDOT
10
CU YDS
$4"t p0
PeT CY
$Ll 4 o, o)Unsuitable Foundation
Excavation Incl. Haul
8275
t<
380
TONS
7-O9.5
KSP
Pipe Zone Bedding for Water +dtf,O 0
Main Per TON
$) 7,/oo,oo
8285
t<
7-O9,s
KSP
750
TONS
$ rlafl
Per TON
($2.50 Min)
g? Aooo.PBank Run Gravel forTrench
Backfill for Water Main
8315
*
8-28.5
KSP
7
EACH
$ alT f,oo
Per EA
$2/r 7f,0oPothole Utilities
x
2021 Watermain Im provements/Alma roof
Project Number: 2l-3OO2
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.
1B Aprll 5, 2021
SCHEDULE VIII - VETEMNS DRIVE WATER MAIN
ITEM
NO.
SECTION
NO.
APPROX.
QUANTITY
UNIT
PRICE
TOTAL
AMOUNT
ITEM
8355 1-04.4(1) 1
WSDOT CALC
Minor Changes
xCommon orice to all bidders
$ 10,oo0x $ 10,0oo
PeT CALC
Sub Total
t}.Lo/o WA State Sales Tax
Schedule VIII Total
A /C-,.?r4 ,,ft
$ /c 6/ 1n "v8
2021 Watermain Improvements/Almaroof
Project Number: 2L-3002
19 April 5, 2021
t
BID SUMMARY
/ t(, ott ,9,Schedule I
Schedule II
Schedule III
Schedule IV
Schedule V
Schedule VII
Schedule VfII
TOTAL BID AMOUNT
Street
)?2.tlq,
29,9aot .
Water
L
2021 Watermain Improvements/Almaroof
Project Number: 2I-30O2
Sanitary Sewer
20t ,|Co,o,
Storm Sewer
0 t1
Traflic Control
Temporary Erosion &mentatlon Control
/ AC. or?'t ,.16
@terMain
4 14 , \gG .I1
20 April 5, 2021
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
HVAC, PTUMBING AND EIECTRTCAI
,tl^aM4 uus+ Car cala, inLName of Bidder:
Project Name:2O2L Watermain Replacement
Proj ect Number= 21-3002
Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with
whom the Bidder, if awarded the contract, will subcontract for performance of the
work of heating, ventilation, and air conditioning; plumbing; and electrical, or name
itself for the work.
Failure of the Bidder to submit, within one hour after the published bid submittal time,
the names of such subcontractors or to name itself to perform such work or the
Heating, Ventilation, and Air Conditioning Subcontractor Name:
Plumbin g Su bcontractor Name:
Electrical Subcontractor Name:
naming of two or more subcontractors to pefform
Bidder's Bid non-responsive and, therefore, void.
of Bi er
the same work shall der the
4l>olrel
$igngture
WJ/daA 2"-V,P. u{ 0n^s+nr,,ma"
Date
2021 Watermain Improvements/Almaroof
Project Number: 2l-3O02
2I April 5, 2021
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
STRUCTURAL STEET INSTATTATION AND REBAR INSTATLATION
s+ Atsat-o,wLName of Bidder:
Project Name:2O21Wa in Reol t
Project Number:21-3ll02
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 Bidderto submit, within 48 hours afterthe published bid submittaltime,
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:
Reba r Installation Subcontractor Name:
Ll h
Sio n atu re(Yrttr"-V,g. o-( C*r*-d*?""of Bi er
a,
202 1 Watermain Im provements/Alma roof
Project Number: 2I-3O02
22 Aprll 5, 2021
CoNTRACTOR'S QUALI FTCATTON STATE M ENT
(RCW 39.04.35O)
THE CITY WTLL REVIEW THE CONTRACTOR'S RESPOAI.SES TO THIS FORM TO
DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO
PERFORM THE CONTRACT WORK, THIS FORM INCLUDES CRITERIA
ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A
RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC
WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY
THE 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
pedorm the contract work.
The city's supplemental criteria are based, in large part, on the qualification statement
form used by the American Institute of Architects. The city provides these criteria so
as to provide the most objective framework possible within which the city will make its
decision regarding the bidder's ability to be responsible to perform the contract work.
These criteria, taken together, will form the basis for the city's decision that a bidder
is or is not responsible to perform the contract work.
Any bidder may make a formal written request to the city to modify the criteria set
forth in this qualification statement, but that request may only be made within 48
hours of the date and time that the bidder first obtains the bid documents or three (3)
business days prior to the scheduled bid opening date, whichever occurs first. If the
city receives a modification request, it will consider any information submitted in the
request and will respond before the bid submittal deadline. If the city's evaluation
results in changed criteria, the city will issue an addendum establishing the new or
modified criteria.
If the city determines that, based on the criteria established in this statement, a
bidder is not responsible to perform the contract work, the city will provide written
notice of its determination that will include the city's reason for its decision. The
bidder has 24 hours from the time the city delivers written notice to the bidder that
the bidder is not responsible to perform the contract work to appeal the city's
determination. No appeals will be received afterthe expiration of this 24 hour appeal
period. The city may deliverthis notice by hand delivery, email, facsimile, or regular
mail. In the event the city uses regular mail, the delivery will be deemed complete
three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to
the single remedy of providing the city with additional information to be considered
before the city issues a final determination. Bidder acknowledges and understands
that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy
of any kind or nature is available to the bidding contractor if the City determines that
the bidder is not responsible to perform the contract work.
2021 Watermain Improvements/Almaroof
Project Number: 2l-3002
23 April 5, 2021
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 5;16AI THIS FORM AS PART OF YOUR BID. FAILURE TO
PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION
THAT YOI'R BID IS
'VOA'-RESPONSIVE
AND THEREFORE VOID.
THIS DOCUMENT HAS IMPORTANT LEGAT CONSEQUENCES: CONSULTATION
WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION
OR MODIFICATION.
The undersigned certifies under oath that the information provided herein is true and
sufficiently complete so as not to be misleading.
SUBMITTED BY:
NAME:
ADDRESS:
rDl$Int
IJL 8 a
[\n,Vtl,uJ!*(a IntPRINCIPAL OFFICE:
ADDRESS:
PHONE:
FAX:
a 8U8 31 I
q?
I
A63-8118'AoLlS
STATUTORV REQUIREMENTS - Per state law a bidder must meet the
following responsi bility criteria
1. Required Responsibility Criteria
l.l Provide a copy of your Department of Labor and Irydustries certirjqate of
registration in compliance with chapter 18.27 Rcw.(L++ACWil\
1,.2 Provide your current state unified business identifigr number.0,18'b1q-N11.3 Provide proof of applicable industrial insurance coverage for your
employees working in Washington as required in Title 51 RCW, together
with an employment security department number as required in Title 50
RCW, and a state excise tax registration number as required in Title 82
RCW. Providing a copy of a state of Washington "Master License Service
Registration and Licenses" form isJypically sufficient evidence o[ the
requirements of this subsection. (rrnastu _bw4 +L)
L.4 Provide a statement, signed by a person with authority to act and speak
for your company, that your company, including any subsidiary
companies or affiliated companies under majority ownership or under
2021 Watermain Improvements/Almaroof 24 Aprll 5, 2021
Project Number: 2I-30O2
, ,4115t2027 ,
A. w*n-msoco*mrd\.J rabdr a tndustrieslhttpghlJda.gov).
NORTHWEST CASCADE INC
NORTHWEST CASCADE INC
Owner or tradesDerson
Principals
LILIEQUIST, CARL ANDERS, PRESIOENT
POTTS, GREGORY ALLEN, TREASURER
HEWES, CAMERON MOSES, DIRECTOR
mariani, gary e, DIRECTOR
Gorski, Donald Joseph, DIRECTOR
Jones, Harvey Norton, DIRECTOR
WINGARD, WILLIAM B JR, SECRETARY
(End: 09/16/2013)
Diklich, John Martin, PRESIDENT
(End:0912'1120'15l
BARGER, STEPHEN Richard, VICE
PRESIDENT
(End: 09/21l2015)
PERRY MARK Roger, SECRETARY
(End: 10127120'15)
Doing business as
NORTHWEST CASCADE INC
WA UBI No.
278 049 149
PsnS.
Fidelity & Deposit Co of MD
Bond account no.
09090648
Received by L&l
0911712012
PO BOX 73399
PUYALLUP, WA 98373{399
253-848-2371
PIERCE Gounty
Business type
Corporation
Governing persons
MARK
R
PERRY
J R INMAN;
RON INMAN;
CARL LILIEQUIST;
CLINT MYERS;
GREG POTTS;
$ 12,000.00
Effective date
10t01t2012
Expiration date
Until Canceled
License
Verify the conlractor's active registration / license / certification (depending on trade) and any past violations.
Constructlon Contractor Active
Meets curent requirements.
License specialties
GENERAL
License no.
NORTHCIl43BG
Effective - expiration
0't /07/1 986- r 0 10212021
lnsurance
Zurich American lns Go $'r,000,000.00
Policy no.
GLA{,136424.04
Received by L&l Effective date
hftps://secure.lni.wa.gov/verify/Detail.aspx?UBl=278049149&LlC=NORTHCI148BG&SAW=1t3
, .4t15t2021 1
NORTHWEST CASCADE INC
10t0112018
Expiration date
10t01t2021
ogt3012020
lnsurance history
$Yil'9s
No savings accounts during the previous 6 year poriod,
!-?wgrlli?-sninn!,!lt9..h-o-n-q.9r-s-?yln.g-s-
Nd iiiiauiis adlnst the bond oi s-Vings accounts during the previous 6 year period.
L&l Tax debts
Nii tdi iCi Uebts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
Llcense Violatlons
N6-ii;6;ii;-Vi6iiti6ns during the previous 6 year period.
Certifications & Endorsements
OMWBE Certifications
Nii dciiitri CiiiiitiCdiionb- exist for this business.
Apprenllge.-r-r:?ini.ns.+se-nt
Registered training agent. Check their eligible programs and occupations.
Workers'Comp
Do you know if the business has employees? lf so, veriry the business is up-todate on workers' comp premiums
L&l Account lD Account is current.
?8-5,991.{9
Doing business as
NORTHWEST CASCADE INC
Estimated workers reported
Quarter 4 of Year 2020 "Greater than 100 Workers"
L&l account contact
T2 / LINDSEY THURGOOD (360)902-5385 - Email: THuT235@lni.wa.gov
Public Works Requirements
Verify the contractor is eligible to perform work on public works p$ects.
Essqin{-r-relnln-g--Etr"qgt!-v.6.:lsln..:1,.?-Q:!.9
Exempt from this requirement.
Contractor Strikes
No iilik6;'iiaV6 56en issued asainst thls contractor.
Contractors not allowod to bld
No"iiditalriieniJ fiinii 66;dii"i53ued against this contractor
Workplace Safety & Health
Check for any past safety and health violations found on jobsites this business was responsible for
lnspection results date
o8t24t2020
lnspection no.
317960291
Location
8401 Canyon Rd E
Puyallup, WA 98371
No violations
lnspection resulls date
04t1712019
lnspection no.
317953878
Localion
3280 SW Avalon Way
Seattle, WA 98126
No violations
https://secure.lni.wa.gov/verify/Detail.aspx?UBl=278049149&LlC=NORTHCI148BG&SAW=2t3
, ,4t15t2021 ,NORTHWEST CASCADE INC
No violations
No violations
No violations
No violations
Violations
lnspection results date
10t2412017
lnspection no.
317946477
Location
12111 104th Ave E
Puyallup, WA 98372
lnspection results date
12tO2t2016
lnspection no.
3179429il
Location
l0th Ave S
Tacoma, WA 98444
lnspection results date
11t15t2016
lnspection no.
317942177
Location
230 Gounty Line Road
Pacific, WA 98047
lnspection results date
1111512016
lnspection no.
317942365
Location
10412 John Bananola Way E
Puyallup, WA 98374
lnspeclion results date
oil1a2016
lnspection no.
3,t7938663
Localion
23502 Rlm Road
Graham, WA 98338
https://secure.lni.wa.gov/verifi//Detail.aspx?UBl=278049149&LlC=NORTHCI148BG&SAW=3/3
Department of Labor and Industries
PO Box 44450
Olympia, WA 98504-4450
NORT}IWEST CASCADE INC
Reg: CC NO-RTHCI148BG
UBI:'278-049-149
.)
AS;
NORTHWEST CASCADE hIC
PO BOX ',13399
PUYALLUP WA 983730399
r 986
0nt2a21
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ii !/:.i; {!i iryl.,i:i li!i(;'! frll
lssue Date: Nov 20, 2020
Unified Business lD #:278049149
Business lD #: 001
Location: 0001
Expires: Nov 30, 2021
\t1y'.1!: {1i:
1ri/A jjt i ! i.,lr-, ! i ]il
Profit Corporation
UBI:278049149 001 0001
NORTHWEST CASCADE, INC.
10412 JOHN BANANOLAWAY E
PUYALLUP, WA 98374-9333
NORTHWEST CASCADE, INC.
10412 JOHN BANANOLA WAY E
PUYALLUP, WA 98374-9333
TAX REGISTRATION - ACTIVE
CITY ENDORSEMENTS:
MOUNT VERNON GENERAL BUSINESS - NON-RESIDENT - ACTIVE
PUYALLUP GENERAL BUSINESS - NON-RESIDENT #1006 - ACTIVE
LAKEWOOD GENERAL BUSINESS - NON-RESIDENT #BLO2-OOOs1 - ACTIVE
BAINBRIDGE ISLAND GENERAL BUSINESS - NON-RESIDENT #42088. ACTIVE
CHEHALIS GENERAL BUSINESS - NON-RESIDENT #14-5166 - ACTIVE
DARRINGTON GENERAL BUSINESS - NON-RESIDENT #19-014 - ACTIVE
NORTH BEND GENERAL BUSINESS - NON-RESIDENT #001333.0 - ACTIVE
ORTING GENERAL BUSINESS - NON-RESIDENT #18174 - ACTIVE
BLACK DIAMOND GENERAL BUSINESS - NON-RESIDENT #BUS2OO8-0251 - ACTIVE
TUKWILA GENERAL BUSINESS - NON-RESIDENT - ACTIVE
EDMONDS GENERAL BUSINESS - NON-RESIDENT #NR.026267 - ACTIVE
MOSES LAKE GENERAL BUSINESS - NON-RESIDENT #BUS2014-10032 - ACTIVE
SEATAC GENERAL BUSINESS - NON-RESIDENT - ACTIVE
TENINO GENERAL BUSINESS - NON-RESIDENT - ACTIVE
FEDERAL WAY GENERAL BUSINESS - NON-RESIDENT #99-1O6O9O-OO-BL - ACTIVE
LYNNWOOD GENERAL BUSINESS - NON-RESIDENT #003569-01-1967 - ACTIVE
MOUNTLAKE TERRACE GENERAL BUSINESS - NON-RESIDENT #12550 - ACTIVE
STEILACOOM GENERAL BUSINESS - NON-RESIDENT - ACTIVE
ROY GENERAL BUSINESS - NON-RESIDENT #319. ACTIVE
BURIEN GENERAL BUSINESS - NON-RESIDENT #00176 - ACTIVE
CONCRETE GENERAL BUSINESS - NON-RESIDENT #4308 - ACTIVE
).
ii
l:
ii
i;;r,,; i!]i, [)r,|.-;iitt:i':rl r,i iili', r't:,'
TAX REGISTRATION - ACTIVE
MOUNT VERNON GENEML
BUSINESS - NON-RESIDENT -
ACTIVE
PUYALLUP GENERAL BUSINESS -
NON-RESIDENT #1006 - ACTIVE
LAKEWOOD GENERAL BUSINESS -
NON-RESIDENT #BLO2-OOOs1 .
Expires: Nov 30, 2021
DETACH BEFORE POSTING
BUSINESS LICENSE
STATE OF
WASHINCTON
Profit Corporation
lssue Date: Nov 20, 2020
Unified Business lD #:278049149
Business lD #: 001
Location: 0001
Expires: Nov 30,2021NORTHWEST CASCADE, INC.
10412 JOHN BANANOLA WAY E
PUYALLUP, WA 98374.9333
CITY ENDORSEMENTS:
yAcoLT GENERAL BUSTNESS - NON-RESIDENT #5110 (EXPIRES 4130120211- ACTIVE
This docunrent lists the registratiorrs, endorsernenls, arrd licenses authorized for the business
named above. By accepting this docurnent, the licensee certifies tlre infornration on the application
was corrrplete, irue, and iccurate {o the best of his or lrer knowledge, and that business will be
condrrcted irr conrpliance with all applicable Washingtorr state, county, and city regulatiorrs.l )ircr tor, l)cparlment of Revcnrtc
STATE OF WASHINGTON
l.lUBI:278049149 001 0001
NORTHWEST CASCADE, INC.
10412 JOHN BANANOLA WAY E
PUYALLUP, WA 98374-9333
TAX REG]STRATION - ACTIVE
MOUNTVERNON GENEML
BUSINESS - NON-RESIDENT.
ACTIVE
PUYALLUP GENEML BUSINESS -
NON-RESIDENT #1006 - ACTIVE
LAKEWOOD GENERAL BUSINESS -
NON-RESIDENT #BLO2.OOOs1 -
Expires: Nov 30, 2021
IMPORTANT!
PLEASE READ THE FOLLOWING INFORMATION CAREFULLY
BEFORE POSTING THIS LICENSE
EndorsementsGeneral lnformation
. Post this Business License in a visible location at
your place of business.
. lf you were issued a Business License previously,
destroy the old one and post this one in its
place.
. All endorsements should be renewed by the
expiration date that appears on the front of this
license to avoid any late fees that may apply.
lf there is no expiration date, the endorsements
remain active as long as you continue required
reporting (see Endorsements).
Although tax registration, unemployment, and
industrial insurance endorsements appear on your
Business License, the registration with the agencies
that govern these endorsements is not complete until
they have established an account for your business.
Each registering agency requires you to submit
periodic reports. Each agency will send you the
necessary reporting forms and instructions.
Corporations, limited liability companies, etc.
You must submit a Business License Application
and file with the Corporations Division of the
Secretary of State before you can legally operate
as a corporation, limited liability company, or other
business organization type that requires registration
lf you have any questions, call (360) 725-0377.
. Login to My DOR at business.wa.gov/BlS if you
need to make changes to your business name,
location, mailing address, telephone number, or
business ownership.
Telephone: (360) 705-6741
For assistance or to request this document in an alternate format, visit http://business.wa.gov/BLS or call (360) 705-6741. Teletype (Try) users may use the Washington
Relay Service by calling 71 1.
BLS-700-1 07 (04t14t16)
DFTACH BFFORE POSTING
BUSINESS LICENSE
STAIL OF
WASHINCTON lssue Date: Nov 20, 2020
Unified Business lD #:278049149
Business lD #: 001
Location: 0002
Expires: Nov 30, 2021
Profit Corporation
NORTHWEST CASCADE, INC.
3140 W HWY 16
GORST, WA 98337
UNEMPLOYMENT INSURANCE - ACTIVE
TAX REGISTRATION - ACTIVE
INDUSTRIAL INSURANCE . ACTIVE
CITY ENDORSEMENTS:
POULSBO GENERAL BUSINESS - NON-RESIDENT #1168 - ACTIVE
LICENSING RESTRICTIONS:
Not licensed to hire minors without a Minor Work Permit.
This docurnent lists the registrations, entlorsenrenls. and licenses authorized for the business
rtarned above. By accepting this docunterrt, lhe licensee certifies tlre irrfornratiorr urr the applicatiorr
rv:rs conrplete, true, and accurate to the best of his or her knowletlge, and that busirress will be
corrdrrctetl irr cornpliattcc rvith all applicable Washirrgton slale, counly/ and city regulatiorrs.[)irrr'(or, l)eparlmcnl of Rcvcntrc
STATE OF WASHINGTON
UBI:278049149 001 0002
NORTHWEST CASCADE, INC,
3140 W HWY 16
GORST, WA 98337
UNEMPLOYMENT INSURANCE -
ACTIVE
INDUSTRIAL INSURANCE - ACTIVE
TAX REGISTRATION - ACTIVE
POULSBO GENERAL BUSINESS -
NON-RESIDENT #1168 - ACTIVE
Expires: Nov 30, 2021
IMPORTANT!
PLEASE READ THE FOLLOWING INFORMATION CAREFULLY
BEFORE POSTING THIS LICENSE
EndorsementsGeneral lnformation
. Post this Business License in a visible location at
your place of business.
. lf you were issued a Business License previously,
destroy the old one and post this one in its
place.
. All endorsements should be renewed by the
expiration date that appears on the front of this
license to avoid any late fees that may apply.
lf there is no expiration date, the endorsements
remain active as long as you continue required
reporting (see Endorsements).
. Login to My DOR at business.wa.gov/BlS if you
need to make changes to your business name,
location, mailing address, telephone number, or
business ownership.
Although tax registration, unemployment, and
industrial insurance endorsements appear on your
Business License, the registration with the agencies
that govern these endorsements is not complete until
they have established an account for your business.
Each registering agency requires you to submit
periodic reports. Each agency will send you the
necessary reporting forms and instructions.
Corporations, limited liability companies, etc.
You must submit a Business License Application
and file with the Corporations Division of the
Secretary of State before you can legally operate
as a corporation, limited liability company, or other
business organization type that requires registration.
lf you have any questions, call (360) 725-0377.
Telephone: (360) 705-6741
For assistance or to request this document in an alternate format, visit http://business.wa.gov/BLS or call (360) 705-6741. Teletype (TTY) users may use the Washington
Relay Service by calling 7'11 .
BLS-700-107 (04i14/16)
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Profit Corporation
NORTHWEST CASCADE, INC.
16207 MERIDIAN E
PUYALLUP, WA 98375-6201
scALE - LARGE (1) - ACTTVE
INDUSTRIAL INSURANCE - ACTIVE
TAX REGISTRATION - ACTIVE
UBI:278049149 001 0003
lssue Date: Nov 20, 2020
Unified Business lD #:278049149
Business lD #: 001
Location: 0003
Expires: Nov 30, 2021
UNEMPLOYMENT INSURANCE - ACTIVE
MINOR WORK PERMIT - ACTIVE
UNDERGROUND STORAGE TANKS (2): 6 - ACTIVE, 7 - ACTIVE
CITY ENDORSEMENTS:
FIFE GENERAL BUSINESS - NON.RESIDENT. ACTIVE
MUKILTEO GENERAL BUSINESS - NON-RESIDENT - ACTIVE
CENTRALIA GENERAL BUSINESS - NON-RESIDENT #7807. ACTIVE
YELM GENERAL BUSINESS - NON-RESIDENT #10519 - ACTIVE
SHELTON GENERAL BUSINESS - NON-RESIDENT #0033710 - ACTIVE
BELLINGHAM GEN ERAL BUSINES S #0227 64 - ACTIVE
BONNEY LAKE GENERAL BUSINESS . NON-RESIDENT - ACTIVE
CARNATION GENERAL BUSINESS - NON-RESIDENT. ACTIVE
COVINGTON GENERAL BUSINESS - NON-RESIDENT #8199-013 - ACTIVE
DUPONT GENERAL BUSINESS - NON-RESIDENT #303 - ACTIVE
EATONVILLE GENERAL BUSINESS . NON-RESIDENT - ACTIVE
EDGEWOOD GENERAL BUSINESS. NON-RESIDENT #259 - ACTIVE
ENUMCLAW GENERAL BUSINESS. NON-RESIDENT #CUSTOOOO53O6 - ACTIVE
FIRCREST GENERAL BUSINESS - NON-RESIDENT. ACTIVE
GIG HARBOR GENERAL BUSINESS - NON-RESIDENT - ACTIVE
ISSAQUAH GENERAL BUSINESS - NON-RESIDENT #BUSO3-00253 - ACTIVE
LACEY GENERAL BUSINESS - NON.RESIDENT #119. ACTIVE
LONGVIEW GENERAL BUSINESS . NON-RESIDENT #569344 - ACTIVE
MARYSVILLE GENERAL BUSINESS - NON-RESIDENT #2371CON703 - ACTIVE
i
1,,.,,,,.i,1'..,,.1{),r',,i:iirrii llii:.rii;r:rrrnt'rrl,ilitlirq,rr:,i;'rctiiiilsiirc!ttio:i;t;rii<;;ttwilv:;;t;;,li<ziiit.nr
j <ririrli:ricr!iirlcl:r;.ri!;-'i;rt,ri,iii;:ril;r;r1r!ir,;lili:1t/.r:;trirlllou:i;.r1irllili!rilli;in:iIi1;'r'r'11ttl;iiir;ttl;"
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NORTHWEST CASCADE, INC,
16207 MERIDIAN E
PUYALLUP, WA 98375-6201
scALE - LARGE (1) - ACTTVE
UNEMPLOYMENT INSURANCE -
ACTIVE
INDUSTRIAL INSURANCE - ACTIVE
MINOR WORK PERMIT - ACTIVE
TAX REGISTRATION - ACTIVE
UNDERGROUND STORAGE
TANKFIFE GENERAL BUSINESS -
Expires: Nov 30, 2021
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F3 IJSE ru HSS [-B{*F: ru$iH:
5TA1.l: ()ljtvAs[]lN(;roN lssue Date: Nov 20, 2020
profit corporation unified Business lD #:278049149
Business lD #: 001
Location: 0003
NORTHWEST CASCADE, lNC. Expires: Nov 30, 2021
16207 MERIDIAN E
PUYALLUP, WA 98375-6201
CITY ENDORSEMENTS:
MILTON GENERAL BUSINESS. NON-RESIDENT #5418. ACTIVE
NEWCASTLE GENERAL BUSINESS - NON.RESIDENT #2394 - ACTIVE
OLYMPIA GENERAL BUSINESS - NON-RESIDENT #1095. ACTIVE
PORT ORCHARD GENERAL BUSINESS . NON-RESIDENT #BOOO398. ACTIVE
RUSTON GENERAL BUSINESS - NON.RESIDENT #09.064. ACTIVE
SAMMAMISH GENERAL BUSINESS - NON-RESIDENT. ACTIVE
SUMNER GENERAL BUSINESS - NON.RESIDENT #BUS2OO2-193 - ACTIVE
TUMWATER GENERAL BUSINESS - NON-RESIDENT #R.000126. ACTIVE
UNIVERSITY PLACE GENERAL BUSINESS - NON.RESIDENT #10932 - ACTIVE
WASHOUGAL GENERAL BUSINESS - NON-RESIDENT #3093 . ACTIVE
VANCOUVER GENERAL BUSINESS - NON-RESIDENT - ACTIVE
MERCER ISLAND GENERAL BUSINESS - NON.RESIDENT #770017 - ACTIVE
YAKIMA GENERAL BUSINESS - NON-RESIDENT #8L170721. ACTIVE
KALAMA GENERAL BUSINESS . NON-RESIDENT - ACTIVE
DUTIES OF MINORS:
Ages 16-17: office-filing, typing, prep things for mailing, snack runs. Picking up trash in office, clericalwork
Ages 14-15: office-filing, typing, prep things for mailing, snack runs. Picking up trash in office, clericalwork
LICENSING RESTRICTIONS:
It is the business's responsibility to comply with minor work permit requirements. See WAC 296-125-030 and WAC
296-125-033 for Non-Agricultural and WAC 296-131-125 for Agricultural guidelines and restricted activities.
Minors operating power lawnmowers, nylon string-style weedwhackers, or leafblowers must be at least 16 years of
age. WAC 296-1 25-033(8)
lhis <locurrrerrt Iists tlrt re 6isirati orts,
llris rlot:urrr
r:ndorscr:rerils, arttl licertses ;rttlltorized for tlte [rtlsirri:ss
rrlrnetl abot,c. By iicccptirrg t-.nt, tlre licensce celtifics Iltc itrfortttation o* lhe aplllir:aiiort
artcl accrrr;rte lo the best of hi:: or lrrrr l<rtcwlerlgc, antl lhat Lrrsirtess rvill br:
rlrrclcrl iri t ortt;r liarrre rvillr all applicable lVashirtgion sl;rte, cotrttf li atttl cily t't'gttlaliolt:;.
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UBI:278049149 001 0003
NORTHWEST CASCADE, INC.
16207 MERIDIAN E
PUYALLUP, WA 98375-6201
SCALE - LARGE (1). ACTIVE
UNEMPLOYMENT INSURANCE -
ACTIVE
INDUSTRIAL INSURANCE - ACTIVE
MINOR WORK PERMIT - ACTIVE
TAX REGISTRATION - ACTIVE
UNDERGROUND STORAGE
TANKFIFE GENERAL BUSINESS -
Expires: Nov 30, 2021
IMPORTANT!
PLEASE READ THE FOLLOWING INFORMATION CAREFULLY
BEFORE POSTING THIS LICENSE
EndorsementsGeneral lnformation
. Post this Business License in a visible location at
your place of business.
. lf you were issued a Business License previously,
destroy the old one and post this one in its
place.
. All endorsements should be renewed by the
expiration date that appears on the front of this
license to avoid any late fees that may apply.
lf there is no expiration date, the endorsements
remain active as long as you continue required
reporting (see Endorsements).
. Login to My DOR at business.wa.gov/BlS if you
need to make changes to your business name,
location, mailing address, telephone number, or
business ownership.
Although tax registration, unemployment, and
industrial insurance endorsements appear on your
Business License, the registration with the agencies
that govern these endorsements is not complete until
they have established an account for your business.
Each registering agency requires you to submit
periodic reports. Each agency will send you the
necessary reporting forms and instructions.
Corporations, limited liability companies, etc.
You must submit a Business License Application
and file with the Corporations Division of the
Secretary of State before you can legally operate
as a corporation, limited liability company, or other
business organization type that requires registration.
lf you have any questions, call (360) 725-0377 .
Telephone: (360) 705-6741
For assistance or to request this document in an alternate format, visit http://business.wa.gov/BLS or call (360) 705-674'1. Teletype (TTY) users may use the Washington
Relay Service by calling 711.
BLS-700-107 (04/14l16)
DEIACII BtsFORE POSTING
',!!-
HIJSENESS LlCf;ruSE
STATI OI-
WAsHINCION
Profit Corporation
NORTHWEST CASCADE, INC.
RD NE 15919 WOODINVILLE-REDMOND
WOODINVILLE, WA 98072
UNEMPLOYMENT INSURANCE - ACTIVE
TAX REGISTRATION - ACTIVE
lssue Date: Nov 20, 2020
Unified Business lD #:278049149
Business lD #: 001
Location: 0005
Expires: Nov 30, 2021
CITY ENDORSEMENTS:
NORMANDY PARK GENERAL BUSINESS . NON-RESIDENT - ACTIVE
LICENSING RESTRICTIONS:
Not licensed to hire minors without a Minor Work Permit.
This <locurirent lists tlre registratiorrs, elrlorsernents, artd licenses auihorized fol tlte bttsittess
rrarnetl above. By acceptirrg tlris docunrerrt, {lrt: licensee ccrtifies ilre irrforrrratiorr on the applicatiorr
rvas cornplete, true, arrtl accurilte to the best of his or her linowledge, arrd thal btrsirress rvill b-.
conducted irr coirrpliarrce rviilr all aqrplicablc Washirrgton state/ c{}nn{)i arrl city regulations.
INDUSTRIAL INSURANCE - ACTIVE
I)ircr {rrri l)eJrar{mcnl of llevcntrtt
STATE OF WASI'{INGTOI.J
UBI:278049149 001 0005
NORTHWEST CASCADE, INC.
RD NE 15919
WOODINVILLE-REDMOND
WOODINVILLE, WA 98072
UNEMPLOYMENT INSURANCE -
ACTIVE
INDUSTRIAL INSURANCE . ACTIVE
TAX REGISTRATION . ACTIVE
NORMANDY PARK GENERAL
BUSINESS - NON.RESIDENT -
ACTIVE
Expires: Nov 30, 2021
IMPORTANT!
PLEASE READ THE FOLLOWING INFORMATION CAREFULLY
BEFORE POSTING THIS LICENSE
EndorsementsGeneral lnformation
. Post this Business License in a visible location at
your place of business.
. lf you were issued a Business License previously,
destroy the old one and post this one in its
place.
. All endorsements should be renewed by the
expiration date that appears on the front of this
license to avoid any late fees that may apply.
lf there is no expiration date, the endorsements
remain active as long as you continue required
reporting (see Endorsements).
. Login to My DOR at business.wa.gov/BlS if you
need to make changes to your business name,
location, mailing address, telephone number, or
business ownership.
Although tax registration, unemployment, and
industrial insurance endorsements appear on your
Business License, the registration with the agencies
that govern these endorsements is not complete until
they have established an account for your business.
Each registering agency requires you to submit
periodic reports. Each agency will send you the
necessary reporting forms and instructions.
Gorporations, limited liability companies, etc.
You must submit a Business License Application
and file with the Corporations Division of the
Secretary of State before you can legally operate
as a corporation, limited liability company, or other
business organization type that requires registration
lf ybu have any questions, call (360) 725-0377 .
Telephone: (360) 705-6741
For assistance or to request this document in an alternate format, visit http://business.wa.gov/BLS or call (360) 705-6741. Teletype (TTY) users may use the Washington
Relay Service by calling 711.
BLS-700-107 (04/14l16)
control by the owners of the bidder's company, are not and have not
been in the past three (3) years, disqualified from bidding on any public
works contract under RCW 39.06.010 or 39.12.055 (3).
1 s
H{ff'ilt+*,,ltr i;*fi14;i$'{ifffr*'**::;'
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 civiljudgment entered
by a court of limited or generaljurisdiction.
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
t,e , r.6, r.r,
tn'x0hr";3H:elu3 exempt rrom this training requirement'
SUPPLEMENTAL CRfTERIA - Established by the City to determine bidder
responsibility
2.ORGANIZATION
2.1 How many years has your organization been in business as a Contractor?
70+2.2 How many years has your organization been in business under its
present business name? 7A+
2,2.t Under what other or former names has your organization
operated? N lft
2.3 If your organization is a corporation, answer the following:
Date of incorporation:rhl ngLo
State of incorp oration:
President's name:
Vice-president's name(s e.MW
2.3.1
2.3.2
2.3.3
2.3.4
2.3.5
2.3.6
2.4.L
2.4.2
2,4.3 Nrlft
Secreta ry's name | @eJ\
Treasurer's name: &v e-\b fB
2.4 If your organization is a partnership, answer the following:
Date of organization:
Type of partnership (if applicable):
Name(s) of general partner(s):
2.5 If your organization is individually owned, answer the following
2.5.1 Date of organization:
2.5.2 Name of owner:
2021 Watermain Improvements/Almaroot 25
Project Number: 21-3002
Nrl&
April 5, 2021
NORTHWEST CASCADE INC.
POST OFFICE BOX 73399, PUYALLUP, WASHINGTON 98373 / TOLL FREE 800-562-4442
April15,202l
City of Kent
220 4ft Avenue S.
Kent, WA 98032-5895
Re: Project No: 19-3028.
Item: 1.4, 1.5,1.6
I, Greg Potts, President ofNorthwest Cascade, Inc., do hereby state that Northwest
Cascade, Inc. is not and have not been disqualified from bidding on any public works
contracts under RCW 39.06.010 or 39.12.065 (3) in the past 3 years.
Northwest Cascade, Inc., has not been a violator as defined in RCW 49.48.082 of any
provisions of chapters 49.46,49.48 or 49.52 RCW, in the past 3 years.
Furthermore, Northwest Cascade, Inc. has been in business for over 50 years, has
completed hundreds of public works projects pertaining to any provisions of chapters
39.04 RCW and39.I2 RCW and is in full compliance of all Labor and Industry
requirements
Pertaining to such training and compliance.
Respectfully Submitted,
GP/jp
2.6 If the form of your organization is other than those listed above, describe
it and name the principals:
3. LICENSING
3.1
?.2
List jurisdictions and trade categories in which your organization is legally
qualified to do business, and indi^cate license numbers, if applicable.
W+ %+tu+<- A*nlc! O,gvdra-der-
iist jurisdictions in which your organization's partnership or trade name
is fited. l/OArO€_, CA, W,TF
4. EXPERTENCE
4.1 List the cateqories.of work that your orqanization normally performs with
its own r"rfuf?#*%#4,Ydnazin, Wtt L sczttz'cai,
lJ04)4.2 Claims and Suits. (If the answer to any of the questions below is yes,
please attach details.)
4.2.1 Has your of,ganization ever failed to complete any work awarded
to it? NO4.2,2 Are there any judgments, claims, arbitration proceedings or suitE 7-
pending or outstanding against your organization or its officers? l,l1)
4.2,3 Has your organization filed any law suits or requested arbitration
with regard to construction contracts within the last five years, MO
4.3 Within the last five years, has any officer or principal of your organlzation
ever been an oflicer or principal of another organization when it failed to
complete a construction contract? (If the answer is yes, please attach
details.) N O
4.4 On a separate sheet, list major construction projects your organization
has in progress, giving the name of project, owner, architect or design
en g i neer,. contract amgu nt. pernqent complete a n d sch ed u led com pletion
d;;,;. [Sz-e" tutfaLl/ud)
4.4rL State total wofth of work in progress and under contract:
til due^rw1va.id- zt",Sat tnD> W WWLE$ )5,8t1t8uLl
4,5 On a separate sheet, list the major projects your brganization has
completed in the past five years, giving the name of project, owner,
architect or design engineer, contract amount, date of completion and
percentase of therost of ,^Lyl:;ffi2r[)ed with your own forces.(st--o c
4.5.1 State .u"!.ge annual amount of -construction work performed
during the past five years: ry] , 4G l, g8 8
4.6 On a separate sheet, list the construction experience and p;esent , / -/- U
commitments of the key individuals of your organization. ( Sil futl7lcl4lOl
4.7 on a separate sheet, tist your major equipme ft. ($,Lt bHA-CL/LArt)
202 1 Watermain Improvements/Alma roof
Project Number: 21-3002
26 April 5, 2021
4 u(
Northwest Cascade is submitting the following references. With over 50 years'
experience in Civil construction, below is a list of only parlial projects similar to the
scope of work for the Sidewalk Repairs project, that includes City, County and Utility
Provider projects.
List of References
Customer:Pierce County Public Works
615 So.9ft Street Ste 100
Tacoma, WA 98405
Tina Basil
2s3-798-7285
Contact:
Phone No
Projects:
Pierce County Open Services Sanitation and related Sewer Services 2014-2016
Pierce County Open Services Sanitation and related Sewer Services 201l-2013
B Street Interceptor Project
Waller road/ l28e St e. Intersection
Hidden Hills Pump Station
Meridian Crossings
$ 300,000.00
$ 300,000.00
s 4,942,938.32
$ 1,514,109.75
$ 1,369,733.16
$ 1,515,521.00
Northwest Cascadeo Inc. has held the Pierce County Open Services Repair Contract for over 25
years
Customer:City of Tacoma
3628 So. 35ft Street
Tacoma, WA 98409
Ryan Flynn
2s3-396-3ltt
Lisa Oestreich
253-594-7871
Contact:
Phone No.
Projects:
LID 8653 & LID 8655-2
Wastewater Sewer & Side Sewer Spot Repair
No. 37e & Tyler Watermain replacement
Downtown Storm Sewer Project
Watermain Replacement Proj ect
2013 AWastewater Surface Water/lVatermain
Pacific Ave Safety & Mobility Imp. Phase 2
Local Improvement LID 8659
So Tacoma Way Emergency Repair
Fife Heights Watermain Replacement
So. Crystal Springs Watermain Replacement
Vista Place Waterrmain Replacement
Gove Street Emergency Watermain Repair
Sprague Pervious Parking
Wastewater Pipe Replacement Project Spot Repair
UWT So. lTth St & Jefferson Ave
East t Street Wastewater Emergency
2015A wastewater & surface Water Replacement
20178 wastewater Sewer replacement
East 40ft St Green Infrastructure
$ 466,284.00
$ 326,800.00
$ 1,422,312.00
$ 765,708.00
$ 163,031.90
$ 1,469,736.25
$ 630,165.38
$ 1,253,849.24
$ 13,219.50
$ 215,062.50
$ 303,557.00
$ 495,483.00
$ 174,541.98
$ 1,206,159.36
$ 712,281.00
$ 1,637,036.90
$ 32,215.29
$ 1,555,803.26
$ 956,934.00
$ 4,160,912.65
List of References - Cont- Page2
Snakelake Wastewater
Wastewater Sewer/ Fawcett Avenue
Portland Ave & St Paul Sewer Replacement
Customer:City of Lakewood
6000 Main Street
Lakewood, WA
$ 427,696.66
$ 1,013,742.50
$ 423,223.00
$ 1,262,203.00
$ 130,786.51
$ 321,513.00
$ 132,683.00
92,466,825.00
$ 1,789,376.00
$ 1,159,407.68
$628,628.00
$ 450,000.00
$ 27',1,973.96
$2,034,119.41
$ 301,756.64
Projects:
2015-20L6 Woodbrook Sewer Extension Project
Zhcon Drive Emergency Repair
2017 Stormwater Pipe Repair
Union Avenue SW Frontage Improvements
Gravelly Lake Dr. Non-Motorized Trail Improvements
Colonial Plaza
N. Thorn Lane
108th St SW Overlay Project
Customer:Lakehaven Utility District
P.O.Box4249
Federal Way, WA 98063
Contact:
Phone No.
Contact:
Phone No.
Contact:
Phone No.
Troy Potswinski
253- 983-7795
Wes Hill
253-946-5419
Justin Knox
360-491-5600
Gene Yoder
253-261-1741
Projects:
20ll-2013 On-Call emergency Field Services
So. 356ft Street
Customer:City of Lacey
420 College Street SE
I-acey, WA 98503
Projects
Skokomish/Tanglewilde East Waterline and Sewer
ULID 23 MartinWay & College Street
List of References - Cont- Page 3
Customer:Kitsap County PUD
614 Division Street
Port Orchard, WA
Projects:
Manchester Stormwater Retrofit & Traffic Improvements
Bethel Burley Road SE & SE Burley Olalla Road
Customer:City of Bonney Lake
19306 Bonney Lake Blvd.
Bonney Lake, WA
Contact:
Phone No
Contact:
Phone No.
Contact:
Phone No.
Contact:
Phone No.
Contact:
Phone No.
Jonathan Brand
360-337-3777
Doug Budzynski
253-447-4342
Scott Seviers
360-352-9456
City of Des Moines
21650 1lu'Ave So.
Des Moines, WA 98198
Tommy Owen
206-870-68',70
$ 2,298,895.90
$ 442,321.00
Projects:
Locust Avenue Extension Watermain Replacement
Customer:Town ofBucoda
110 N. Main Street
Bucoda, WA 98530
$ 110,223.92
$ 191,846.20
$ 433,398.50
Projects:
Bucoda Levee Improvements Project
Customer:
Projects:
Des Moines Memorial Drive Pipeline/Culvert Rep
Customer:City of Tumwater
555 Israel Road SW
Tumwater, WA 98501
JohnNorman
360-754-5855
Projects:
Somerset Hill & Cleveland Ave Outfalls $ 636,394.86
List of References - Cont- Page 4
Customer:City of Kent
220 4b Ave So.
Kent, WA 98032
Projects:
Woodford Ave. No. Drainage Improvements
640 Pressure Zone PRV Zone
76ft Ave So. Improvements
James St. &2d Ave. Pedestrian
Customer:City of Federal Way
333249ft Ave So.
Federal Way, WA
Contact:
Phone No.
Contact:
Phone No.
Contact:
Phone No.
Timothy LaPorte
253-856-5500
Fei Tang
253-835-2526
Seth Wickstrom
2s3-931-3053
$ 207,912.65
$ 1,499,795.00
$ 4,472,667.25
$ 207,296.00
193,250.00
19,060.00
Projects:
Marine Hills Stormwater Conveyance System
Storm Drain Repair at 33'd Ave SW and SW 304th St.
Customer:City of Auburn
25 West Main Street
Auburn, WA 98001
$
$
Projects:
Auburn Way So. Flooding Improvements - Phase 2
Water Meter Vaults & Lids Replacement
Auburn Way So. Curve Safety Improvements
$ 2,740,327.00
$ 787,843.10
s 207,947.25
4.5Poects completedDate$o$784,413Prime orSubcontractorContracting Agency and Mailing Address, Name, Fax and Phone ofOwnerCity of Kent2204th Ave so. Kent, WAPTitle/Contract No.Pierce County Public Works430'1 So. Pine St. Tacoma, WAHenrv Gertie 25t798-7 497City of Lakewood6000 Main Street, Lakewood, WATrov Pokswinski 253-983-7729City of Tacoma3628 So. 35th St. Tacoma, WALisa Oesterich 253-594-7 87 1City of Tacoma3628 So. 35th St. Tacoma, WALisa Oesterich 253-59+7 87 1City of Lakewood6000 Main Street, Lakewood, WATrov Pokswinski 253-98t77 29City of Tacoma3628 So. 35th St. Tacoma, WALisa Oesterich 253-59 +7 87'lCity of Tacoma368 So. 35th St. Tacoma, WARyan Flynn 253502-8,168 F 253-502-8372Providence Ridge LLC1ZgUU NE 16Um !;t. ZZU, Botneil, WAJenkins Chen 206-68$3888Sager Family HomesP.O. box 4M28, Tacoma, WABill Saqer 253-370-71 85218 Main Street #109, Kirkland, WARSW Real Estate206-38$2505HRD Construction5517 ManchesterAve, St. Louis, MORobert Turck 31 +781 -8000lnland Group102 W Catalado #100, Spokane, WATJ Baslen 509-321-3227Absher Construction1101 Shaw Road E, Puyallup, WARob Kemper 253-845-9544Absher Construction1101 Shaw Road E. Puyallup, WADevin Becker 253-845-95214Sager Family HomesP.O. Box 44428, Tacoma, WABill Saoer 25&370-7185East 40th St. / Green lnfrastructure2017 Stormwater pipe RepairWastewater Sewer Main Snake Lake &Tyler StreetCunan EstatesClear CreekCottesmore E. Phase 1Copper Valley AptsWesley HomesBay Tenace Phase llGonyea DevelopmentWaller Road E/128th St E.Union Ave/ SW Frontage lmp2017 B Wastewater Sewer ReplacementWastewater/Sewer Repli Fawcett SewerProvidence RidgePPSSsSsPPPPPSPP4t22t20186t13t20189t29120171',U15t2017041011201711120173t1t201781112017o4l01lo187111201851112017051012017101291201891291201704t01t017$427,696$3,400,000$2,499,210$835,145$919,7,15$1,514,097$1 32,683$956,934$4,160,912$321,513$1,013,743$639,594$632,583$430,000$207,9124t22t2018Ave No. Drainage lmprovements
Phil McConnel -253-856-5542681028th Ave LLCValley View Sewer District34605 lz8th St Seattle, WAJohn Hendron -206-242-3236City of Lakewood0000 Main Street SW Lakewood, WAEric Swanstrom -253-589-2rt89City of Centralia1100 No. Tower St, Centralia, WAPafty Page 360-330-7510City of Burien400 SW 152nd St. Burien WAHeung Kook 206-248-5516City of Tacoma3825 So. 35th St. Tacoma, WATacoma, WAClover Park School District10903 Gravely Lake Drive SW, Lakewood, WACity of Tacoma3628 So. 35th St, Tacoma, WAPhil Rinqrose 253-591 -224Kitsap Dept. of Public Works614 Division St. Port Orchard, WA360-337-4867City of Tacoma3628 So. 35th St. Tacoma, WAJeff Yoter 253-502-8253City of Tacoma3628 So. 35th St. Tacoma, WALisa Oestreich 25}1594-7 87 1City of Tacoma3628 So. 35th St Tacoma, WANeal Sartain 25$208-37 39City of Tacoma3628 so.3Sth St. Tacoma, WALarrv Rvbachak 253-448-7 1 48Merit Construction3020 So. 96th St. Lakewood, WAJefiMav 253-588-9100City of Kent220 4th Ave So. Kent, WAPhil McConnel -253456-5542City of Tacoma3628 So. 35th St, Tacoma, WALisa Oestreich 251594-7 87 1Kitsap County614 Division Street, Port Orchard, WACassie Kendall 360-337-,438Camey Lake Rd SW Widening & RealignmentWatermain Repl. No. watennain ReplacementProject- RosemontWastewater Sewer ReplacementChandler and Center StreetStreet lnitiative package #12Citywide GuardrailRSD Development Warehouse640 Pressure Zone PRV ZoneWatermain Replacement ProjectBethel Burley Road SE/ SE Bethel Budey RDValley View Tukwila Loop SewerGravelly Lake Drive Non Motorized TrailBorst Ave Sanitary Sewer Replacement8th Ave SW/ SW '15'lSt Drainage lmprovementsYakima StreetscapesParking Lot lmp.Lockbum Lake LouiseWatermain Repl. No. Grant & SpraguePPPPPPPPPPPPPPPP911812018fi120205114120193120120194t't1120193t8t20196n2U85t30t20186t27t201812t4t2018112120191112101811t1t201891211201811t4t2019912112019$1,453,842$227,722$739,070$1,499,743$699,722$442,321$3,945,761$2,,166,825$852,846$306,676$1,751,755$1,323,946$426,942$1,031,309$258,303$679,679$1,015,7792t14t2020PFife MultiFamilyP.O.Box 1135, Tacoma, WA
Trevor253-475-4363City of Lakewood6000 Main Street, Lakewood, WADAndra Buchanon 253-589-2189Absher Construction1001 Shaw Road, Puyallup, WAGreq Woiecki 206-235-951City of Federal Way33325 8th Ave So. Federal Way, WASarah Hame 253€35-7000City of Tacoma3628 So. 35th St. Tacoma, WAAlex Clark 253-208-37 3911900 Gravely Lake Dr. SW Lakewood, WAJames Morqan 25.}929-1 1 1 3Lakewood Water DistrictCity of Centralia1100 N. TowerAve, Centralia, WAPaW Paqe, 360-330-7512City of Salem555 Liberty Rd SE Rm. 330, Salem ORMark Stevenson 503-763-32f55City of Yelm901 Proton Road SE, Yelm, WAPatrick Huqhes 360-458-8499King County Housing600 Andover Pkway, Seattle, WAStephan Norman 206-57&1 100Puyallup School District32312th St NW, Puyallup, WATom Shields 253-7 20421 5City of Lakewood6000 Main Street, Lakewood, WATrov Potswinkski 253-983-77 29Puyallup School District323 12lh St NW, Puyallup, WATom Schields 25i'-7 20-821 531627 1st Ave So., Federal Way, WALakehaven Water District253-946-5415Pierce County Public Works930 Tacoma Ave So. Tacoma, WABrian Stacy 253-798-7 250Port of TacomaP.O. Box 1837, Tacoma , WALarua Emerson 23-38&9458Thurston County9605 Tilley Road, Olympia, WASteve Bricker 360€67-2300City of Puyallup333 So Main Street, Puyallup, WARyan Rutkosky 253-842-547 3Nyanza Reservoir & Booster Pump2019 Sidewalk Access Ramp ReplacementCity of Salem Digester CleaningRidgecrest Elementary School2019 1st Ave So. Watermain Crossing14th Ave Northwest TrailEast Sitcum Terminal StormvaultOlympic View Safe RoutesN. Thome Lane Sanitary/ Road lmprovementsUW Oak Hall & Denny Field1st Ave So. & So. 305th Storm Pipe Replace.Watermain ReplacemenU Cunan Rd.WSU LID Frontage lmprovementsFt. Stevens Elementary Pedestrial lmpr4th Ave SW lmprovementsEdgemont JR HS Sanitary SewerColonial PlazaPPPPPPPPPPPPPPPPP't011512019912612019't2t19120191t13t20206119120209t6120199t23120197t11t20197131120193t12t202010t17t2019101251201911t0120191112112019121151201910t'tot2019812812019$125,998$1,691,316$220,421$204,090$621,621$1,159,407$298,220$125,395$314,750$834,705$1,363,552$455,394$2,079,628$1,154,519$1,789,376$281,182$890,913
$66,7258t28t2018Hylebos CreekPCity of Federal Way33325 8th Ave So. Federal Way, WA253435-2751City of Lakewood6000 Main St SWOmar Banon 253589-2589Pierce County Public Works950 Fawcett Ave Tacoma, WAAndrew Robson 253-7 98-7 456City of Puyallup333 So. Meridian Puyallup, WAMichelle Gehrinq 253-841 -5579Lake Haven Sewer DistrictP.O. Box 4249, Federal Way, WAJohn Barton 253-927 -2922WA Dept. of Enterprise ServicesP.O. Box 41411, Olyrnpia, WARichard Worthy 360-407 -7932King County Metro / Skagit Transportation500 4th Ave, Seattle, WADaniel Buffey 360-661 -7 204Newland Communities505 S. 336th St Ste 430, Federal Way, WATim Uren 253-205-8705City of Aubum25 West Main St, Aubum, WaSeth Wickstrom 25&931-3010Pierce County Public Works27025 42nd St., Tacoma, WAColleen Champa c,o 253-7 98-7 O47Collaborative Construction Solutions, LLC1710 W " Main St., Battle Ground, Wa 98604Amanda Reil 360-72&5579Department of EnterprisePO Box 41476 Olympia, WAO'hab 360-292-7230Water Meter Vaults & Lids ReplacementMeridian CrossingsDollar General OakvilleWashington State HospitalSewer System Flume lmprovrmentsSteilacoom Boulevard/88th St SW OverlaySprinker Recreation Center Reduced PressureShaw Road E & 23rd Ave SELakehaven Digester CleaningDES Waste Pumping ContractWest Point Digester Sludge HaulTehaleh PumpingPSPPPPPPPPPst6t2017712120208119120205t21t20202t26t20218t6t20208t7t202012/4t20208t1t201812,30120199t6t2017$229,987$180,180$1,14t!,148$49,543$569,023$683,104$5M$840,245$1,022,014$787,843$1,515,521
4',tp
NORTIIWEST CASCADE. INC.
Name and Title:Clint Myers, Vice President- Construction
Role on this Project: Project Manager
Education:B.S./ 2005/ Construction Management / Central Washington University
Summary of Experience and Qualifications relevant to the proposed project:
During his 14 year career with Northwest Cascade, Inc., Mr. Myers has participated as a Project Manager
on many large utility/road building projects. He has been responsible for projects ranging in value from
$10,000 to $9,400,000. Mr. Myers has managed projects throughout Western Washington including water
system improvements, storm drainage facilities, and gravity and force main sanitary sewer installation and
roadway improvements.
Relevant projects completed within the last five years with this company:
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B Street Interceptor Q422)
Spanaway, WA
Pierce County Public Works
2s3-798-9647
aseppa@co.pierce. wa.us
Installation of approximately 5,000 LF of 30" and 36" sewer interceptor at depths
exceeding 30' and roadway restoration.
Lexington Street Reconstruction (3636)
Steilacoom, WA
Town of Steilacoom
206-284-0860
tstafford@Townofsteilacoom. com
Utility replacement and roadway reconstruction
GRCC - 2010 Water System Improvements (3484)
Grsen River Community College
Department of General Administration
360-902-7222
jnakahara@
Improvement of water system at college
Stillwater Coves Wastewater Treatment System(568)
Lincoln County, GA
Stillwater Coves
770-81 8-0100
Design and installation of Large Onsite Septic System (LOSS) with headworks and
shining ponds.
ULID #6 Sewer Piping Project (3277)
NorthBend, WA
City of North Bend
425-888-766
dvgelder@northbend. wa. gov
Installation and testing of approximately 70,000 LF of sewer, storm and water system
improvements. NWC also restored approximately l0 miles of roadway.
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Military Road Widening Project (3149)
Pierce County
Pierce County Public Works
253-798-7250
henry. gertj e@co.pierce.wa.us
Intersection widening project and construction of embankment fills'
UP Streetscape Project (3185)
University Place, WA
City of University Place
253-460-5417
Jecklund@cityoflIP. wa.us
Widening and installation of improvements for University Place's Civic Center
Hemlock Pump Station- Phase 2 (2940)
Tacoma, WA
Pierce County Public Utilities
253-798-4050
Hans.Hunger@co.pierce. wa.us
Install 1000 LF of 36" storm pipe, and install new pump station
American Lake Gardens Phase I (3199)
Lakewood, WA
City of Lakewood
253-983-779s(
dwinkler@cityofl akewood.us
Installation and testing of over 40,000 LF of sewer, storm and water improvements,
including lift stations and widening/restoration of over 7 miles of roadway.
New Bridge Landing (601)
Louisa County, VA
Chase Ventures
252-492-8990
amy@chasedevelopment. com
New Septic (LOSS) system with pump station.
Sprague Pervious Paving (3919)
Tacoma, WA
City of Tacoma
253-502-8103
loesteich@cityoftacoma.org
Installation of approximately 4,500 LF of storm, sewer and water systems with pervious
roadways and sidewalls.
No.37th and Tyler Watermain Replacement (3923)
Tacoma, WA
City of Tacoma
253-954-6942
mdilley @ci.tacoma. wa. us
Installation of approximately 5,800 LF of storm, sewer and water systems with
restoration of roadways and sidewalks.
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Wastewater Sewer & Side Sewer On-Call Connection Project (3557)
Tacoma, WA
City of Tacoma
253-502-8t03
loesteich@cityoftacoma. org
Emergency sewer and side sewer repairs throughout Tacoma with restoration. This
included approximately 500 LF of sewer piping over the various spot repairs.
Parkland Brookdale Interceptor-Phase 2 (3804)
Tacoma, WA
Pierce County Public Utilities
253-798-2570
pcsewer@co.pierce.wa.us
Installation of over 5,000 LF of 36" and '72" sewer interceptor with stacked sewer main,
side sewers, blpass pumping, installation of bifurcation structure, pump station and ROW
restoration.
East T Street Wastewater Emergency Work
Tacoma, WA
City of Tacoma
253-502-8103
loesteich@cityoftacoma. org
Emergency repair and replacement of approximately 1,000 LF of 60" sewer interceptor
bypass pumping and site restoration.
Downtown Storm Sewer Replacement (3918)
Tacoma, WA
City of Tacoma
253-591-5588
mdilley @c i.lacoma. wa.us
Installation of approximate 2,100 LF of storm, sewer and water systems with restoration
of roadways and sidewalks.
2015A Wastewater Surface Water Replacement
Tacoma, WA
City of Tacoma
253-502-8103
loesteich@cityoft coma. org
Installation of approximately 4,200 LF of storm, sewer and water systems with
restoration of roadways and sidewalks.
Stadium District Utility Improvements
Tacoma, WA
City of Tacoma
253-502-8103
loesteich@cityoftacoma. org
Installation of approximately 1,400 LF of storm, sewer and water systems with
restoration of roadways and sidewalls.
Gove Street Emergency Sewer Main(3887)
Tacoma, WA
City of Tacoma
253-502-8103
loesteich@cityofiacoma.org
Emergency repair and replacement of approximately l,200LF of 12" sewer main, side
sewers, blpass pumping and site restoration.
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High Cedars Force Main & Lift Stations -(3988)
Orting, WA
City of Orting
360-893-2219
j hungerford@parametrix. com
Installation of approximately 2,100 LF of sewer main and force main, blpass pumping,
installation ofa new pump station and restoration ofthe golfcourse.
Auburn Way So. F'lood Improvements Phase 2 (3982)
Auburn, WA
City of Auburn
253-804-5035
swickstrom@auburn.wa. gov
Installation of approximately 4,600 LF of storm, sewer and water systems with
restoration of roadways and sidewalls.
Yakima Streetscapes - (4135)
Tacoma, WA
City of Tacoma
253-591-5224
pringrose@cityoft acoma.org
Remove and replace curb and gutter, concrete sidewalk and existing roadwayl abandon &
replace storm main and catch basins, watermain, ADA ramps
N. Grant Watermain Replacement- (4142)
Tacoma, WA
City of Tacoma
253-355-2235
garmstrong@cityo ftacoma. org
Construct approx.. 885LF of 6,& 12" watermains
Rosemount Watermain Replacement - (4150)
Tacoma, WA
City of Tacoma
253-355-2235
garmstrong@cityoft acoma. org
construct approx.. 787 LF of 4,6, & 8" watermains, including necessary valves, etc.
Streets Initiative Package #12 - (4162)
Tacoma, WA
City of Tacoma
253-208-3739
nsartain@ci.tacoma. wa.us
removal and replacement of roadway, curb, gutters, and new 8" sanitary Sewer, 12"
storm sewer main and manholes
Valley View Tukwila Loop Sewer Phase 1 -(4125)
Tukwila, WA
Valley View Sewer District
206-242-3236
jhedron@rM.com
Construct approx.. 12,00 LF of6'& 8" gravity sewerto open-cut 1600LF of6" & 8"
gravity sewer by horizontal directional drill and associated manholes. Restoration of
ROW and easements.
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East Precinct Impound Lot (4153)
Puyallup, WA
Pierce County
253-798-7456
jana.prnc e@piececounty. wa. gov
grading and paving of existing gravel parking lot, including installation of storm
infiltration gallery, type I catch basins, 8n'pvc pipe, HMA paving, and gravity block
wall.
Ilighlands BIvd Watermain Extension - (4137)
Puyallup, WA
Valley Water District
425-827-20t4
imcalpine@valle)'waterdistrict. org
Erosion control, traffic control, asphalt removal & replace, horizontal drilling of 8"
HDPE pipe, connection to existing system, install fire hydrant, water meters, and
appurtenant work.
Parking Lot Improvements -( 4135)
Lakewood, WA
Clover Park School District
253-405-0943
sstory@parametrix.com
parking lot improvements including striping at lake Louise and Lochburn Schools
8th Ave Drainage Improvements - (4132)
Burien, WA
City of Burien
206-248-5516
heungkookl@burienwa. gov
Construction of drainage pipe & structures, stormwater storage facility, temp water
pollution and erosion control, curb & sidewalk, restoration, HMA pavement & traffic
control
Borst Ave Sanitary Sewer Replacement -(4130)
Centralia, WA
City of Centralia
360-330-7512
pp age@city ofcentralia. com
Replace sanitary sewer main with 12" PVC sewer main, replace manholes, reconnecting
services, roadway and sidewalk restoration
Terminal Park Elementary School Watermain Extension - (4159)
Auburn, WA
Auburn School District
253-93r-4900
bkenworthy@auburn. wednet. edu
watermain Extension and new fre hydrant at terrninal park Elementary School
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Gravelly Lake Trail Improvements - (4128)
Lakewood, WA
City of Lakewood
253-589-2489
eswanstrom@cityofl akewood.us
Roadway improvements of approx.. 5,000LF of Gravelly Lake Drive includes asphalt
curb, gutter, sidewalk, driveway, illumination improvements, accessible Ped. Signal and
traffic signal.
Bethel Burley Rd/Burley Olalla Rd - (4121)
Port Orchard, WA
Kitsap County
360-337-s777
dhpatton@co.kitsap.wa.us
Road improvements to Bethel Burley Road SE and SE Burley Olalla Road including
prep, grading, drainage, storm sewer, surfacing, HMA pavement, erosion/ water
pollution, control, traffic safety, and control and related work.
Carney Lake Rd Widening & Realignment -(4145)
Port Orchard, WA
Kitsap County
360-337-5777
dhpatton@co.kitsap.wa.us
Roadway widening & realignment, clearing, grubbing, excavation & embankment
compaction, HMA paving, drainage, bioretention cells, guard rail, traffic safety, erosion
control.
Annie Wright Campus Additions 2018 - (4133)
Tacoma, WA
Absher Construction
253-845-9544
j eff.havranek@absherco.com
Demo and sawcutting of asphalt, concrete paving, removal of sidewalk, new retainage
walls, landscape, planters, fences, utilities, storm drainage and sanitary sewer.
RSD Development Warehouse - (4103)
Puyallup, WA
Merit ConstructionNW
253-588-9100
jeffm@meritnw.com
Clearing, grubbing, side sewer/storm collection/ infiltration system, water system and
services
Seattle Boat - (4102)
Seattle, WA
Hodge Construction Inc
425-222-5011
bobw@hodgeconstructioninc.com
Prep concrete approach-asphalt paving, storm sewer install, sewer instal
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Copper Valley Apartments - (4065)
Puyallup, WA
Inland Group
509-321-3227
tbj @inlandconstruction. com
Clearing, grubbing, side sewer, storm collection
Reserve at Woodinville - (4064)
Woodinville, WA
Alston Construction
206-300-5427
rallen@alstonco.com
Demo warehouse concrete slab, existing pavement for use in structural fill, roadways,
stripping of site, prepare subgrade under sidewalks and paving, utility mains, domestic
water, sanitary sewer & storm drainage, stub to 3ft of building, final grade.
Wesley Homes at Bradley Park - (4059)
Puyallup, WA
Absher Construction
253-845-9544
rob.kurmper@absherco. com
Earthwork/hydroseeding, gradrng, footing drains and downspouts, water service
connections to city watermain, supply and install OSBC & CSTC under building slabs,
sites sidewalks and driveway approaches, curb and gutter
Gonyea Development-(4055)
Tacoma, WA
Sager Family Homes
253-370-7185
sagerfamilyhomes@gmail. com
Grade/prep/supply and install sewer system, excavate roadway, asphalt over crushed
rock, install I street sign, stop sign, concrete walkways, improvements to the park,
pedestrian walkway signals, street signs HMA roadway widening.
Providence Ridge - (4045)
Issaquah, WA
ORA Providence fudge LLC
206-683-3888
j enkins@element-residential.com
Install prefab-concrete wet welV concrete valve vault/ concrete meter vault
Curran Estates - (4051)
Edgewood, WA
Sager Family Homes
253-537-2312
sagerfamilyhomes@gmail. com
Install 3" PVC collection forcemain, 3000 gal collection/ dosing tanks, pumps and
control valves, supply and return lines, primary drain fields, start-up and clean up of
systems.
Project: Clear Creek LID Subdivision - (4040)
Location: Ktkhnd, WA
Client: PSW Real Estate
Phone Number: 206-383-2505
Email: ben@pswrealestate.com
Description: Supply and install storm system, watermain & services, storm drainage pond including
pond fencing and signage, prep and install all curbs, walks and roadways, install on and
offsite street signage and pavement markins.
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Cummins Whitewater - (4039)
Renton, WA
Alston Construction
206-838-3840
rallen@alstonco.com
Install and maintain erosion and sediment control, clearing/grubbing import and fill of
materials, install sewer systems and lift station. Storm drainage and flood compensation
trench. Install water distribution systems. Footing excavation, retainage wall, new curbs,
driveway, paved trail, single lane grind and overlay.
Medline Lacey - (4020)
Olympia, WA
Alston Construction
206-838-1736
rallen@alstonco.com
stripping of site, cut and fill to desgin grade to balance site, install domestic water,
sanitary & storm drainage, utility stubs, final grade and back fill Misc.
2015-108 FB Pump Stations 16167 Upgrades - (3972)
Port Orchard, WA
Kitsap County
360-337-4638
cw attling@co. kitsap. wa. us
Construct gravity mains and swer force man along with street and easement restoration.
Skokomish/Tanglewilde East Waterline & Sewer - (3975)
Lacey, WA
City of Lacey
360-491-5600
aargeris@ci. lacey.wa.us
Install approx. 10,800 LF of 4,6,8 & 10" sewer mains, includes service lines, meter
valves, pressure reducing valves, transfer ofwater services, connecting to existing water
system and watermain abandonments, manholes, laterals, sewer blpass pumping,
community septic abandonment, and removal of manholes, pavement and lawn
restoration.
Woodbrook Sewer Extension Phase II - Q979)
Lakewood, WA
City of Lakewood
2s3-983-779s
eswanson@cityofl akewood.us
Install 3200LF of 6-16" gravrty main, storm drainage and roadway improvements, catch
basins, piping, infiltration galleries, curb and gutter, HMA wedge curbs, sidewalk, gravel
shoulders, and HMA
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Project Villa Carmel Lift Station - (3983)
Location: Port Orchard, WA
Client: West Sound Utility District
PhoneNumber: 360-876-2545
Email: bwinters@wsud.us
Description: construct new sanitary sewer lift Station
Project: N 30th & Burnett Ave Storm System Improvements
Location: Renton, WA
Client: City of Renton
PhoneNumber: 425-403-7205
Email: jfarah@rentonwa.gov
Description: Storm system upgrades, including road restoration and easements
Project: N Thorne Lane Sanitary & Road Improvements
Contract Amount: $ 1, I 59,407.68
Location: Lakewood, WA
Client: City of Lakewood
PhoneNumber: 253-589-2489
Email: adbuchanan@cityoflakewood.us
Description: Installation of new sanitary storm upgrades and road improvements
Project: Wastewater Sewer Replacement in Vicinity of Chandler & Center St (3932)
Contract Amount: $67 9,67 9.00
Location: Tacoma, WA
Client City of Tacoma
PhoneNumber: 253-502-8139
Email: loesteich@cityoftacoma.org
Description: Remove and replace existing sanitary sewer, construct manholes. Reconnect side sewers.
Pipe abandonment. Concrete paving, asphalt paving and restoration.
Project East 40th St Green Infrastructure - (4091)
Contract Amount: $4,160,9 12.65
Location: Tacoma, WA
Client: City of Tacoma
PhoneNumber: 253-591-5588
Email: loesteich@cityoftacoma.org
Description: Installation and remove of storm mains associated with storm laterals and manholes,
catch basins. Remove and replace 2500LF of cast iron water mains, traffic control and
roadwork.
Project: 201748 Wastewater Sewer Replacement - (4090)
Contract Amount: $956,934.00Location: Tacoma, WA
Client: City of Tacoma
Phone Number: 253-591-5588
Email: loesteich@cityoftacoma.org
Description: Construction 2000 LF of 8" Diam waste 'water sewer main and associated manholes. 700
LF of 12" Diam storm sewer, catch basin and manholes, surface restoration, concrete
drives and HMA pavement.
Project: Wastewater Sewer Main Reroute - Snake Lake & Tyler St - (4094)
Contract Amount: $427,696.66Location: Tacoma, WA
Client: City of Tacoma
PhoneNumber: 253-591-5588
Email: loesteich@cityoftacoma.org
Description: wastewater sewer main reroutes
Projecf Jefferson Ave Water Main Replacement -(4120)
Contract Amount: $699,7 22.14
Location: Tacoma, WA
Client: City of Tacoma
PhoneNumber: 253-591-5588
Email: loesteich@cityoftacoma.org
Description: 650 LF water main 715 LF of 12" Diam. sewer main and manholes and appurtenances.
NORTHWEST CASCADE. INC.
Name and Title: Paddy Worthington
Role on this Project: Superintendent
Summary of Experience and Qualifications relevant to the proposed project:
Relevant projects completed within the last five years with this company:
B Street Interceptor(3422)
Spanaway, WA
Pierce County Public Works
2s3-798-9647
aseppa@co.pierce.wa.us
Installation of approximately 5,000 LF of 30" and36" sewer interceptor at depths
exceeding 30' and roadway restoration.
Lexington Street Reconstruction(3636)
Steilacoom, WA
Town of Steilacoom
206-284-0860
tstafford@TownofS teilacoom. com
Utility replacement and roadway reconstruction
GRCC - 2010 Water System Improvements(3484)
Green River Community College
Department of General Administration
360-902-722
jnal<ahara@
Improvement of water system at college
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ULID #6 Sewer Piping Project(3277)
NorthBend, WA
City of North Bend
425-888-7664
dvgelder@northbendwa. gov
Installation and testing of approximately 70,000 LF of sewer, storm and water system
improvements. NWC also restored approximately 10 miles of roadway.
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UP Streetscape Project (3185)
University Place, WA
City of University Place
253-460-5417
j ecklund@cityof UP.wa.us
Widening and installation of improvements for University Place's Civic Center
American Lake Gardens Phase 1 (3199)
Lakewood, WA
City of Lakewood
2s3-983-779s
Dwinkler@cityofl akewood.us
Installation and testing of over 40,000 LF of sewer, storm and water improvements,
including lift stations and widening/restoration of over 7 miles of roadway.
Sprague Pervious Paving(3919)
Tacoma, WA
City of Tacoma
253-502-8103
loesteich@cityoftacoma.org
Installation of approximately 4,500 LF of storm, sewer and water systems with pervious
roadways and sidewalks.
No. 37th and Tyler Watermain Replacement(3gz3)
Tacoma, WA
City of Tacoma
253-954-6942
mdilley @ci.lacoma. wa.us
Installation of approximately 5,800 LF of storm, sewer and water systems with
restoration of roadways and sidewalks.
Wastewater Sewer & Side Sewer On-Call Connection Project(3557)
Tacoma, WA
City of Tacoma
253-502-8103
loesteich@cityoftacoma. org
Emergency sewer and side sewer repairs throughout Tacoma with restoration. This
included approximately 500 LF of sewer piping over the various spot repairs.
Parkland Brookdale Interceptor-Phase 2(3804)
Tacoma, WA
Pierce County Public Utilities
2s3-798-2s70
Installation of over 5,000 LF of 36" and 72" sewer interceptor with stacked sewer main,
side sewers, blpass pumping, installation of bifurcation structure, pump station and ROW
restoration.
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East T Street Wastewater Emergency Work
Tacoma, WA
City of Tacoma
Emergency repair and replacement of approximately 1,000 LF of 60" sewer interceptor
bypass pumping and site restoration.
Downtown Storm Sewer Replacement (3918)
Tacoma, WA
City of Tacoma
253-59 1-5588
mdilley@ci. tacoma.wa.us
Installation of approximate 2,100 LF of storm, sewer and water systems with restoration
of roadways and sidewalks.
High Cedars Force Main & Lift Stations (3988)
Orting, WA
City of Orting
360-893-2219
Installation of approximately 2,100 LF of sewer main and force main, bypass pumping,
installation of a new pump station and restoration of the golf course.
Auburn Way So. Flood Improvements Phase 2(3982)
Auburn, WA
City of Auburn
2s3-804-5034
Installation of approximately 4,600 LF of storm, sewer and water systems with
restoration of roadways and sidewalks.
Valley View Tukwila Loop Sewer Phase I - (4125)
Tukwila, WA
Valley View Sewer District
206-242-3236
jhedron@rh2.com
Const. approx.. 12,000FL of6" & 8" gravity sewer to open-cut 1600LF of6" & 8"
gravity sewer by horizontal directional drill and associated manholes. Restoration of
ROW and easements
Borst Ave Sanitary Sewer Replacement - (4130)
Centralia, WA
City of Centralia
360-330-7512
pp age@city ofcentralia. com
Replace sanitary sewer main w 12" PVC sewer main, replace manholes, reconnecting
Services, roadway and Sidewalk Restoration.
Terminal Park Elementary School Watermain Extension - (4159)
Auburn, WA
Auburn School District
253-931-4900
bkenworthy@auburn. wednet. edu
watermain Extension and new fre Hydrant at Terminal park Elementary School
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Gravelly Lake Trail fmprovements - (4128)
Lakewood, WA
City of Lakewood
2s3-s89-2489
eswanstrom@cityofl akewood.us
Roadway Improvements of approx. 5,000 LF of Gravelly lake drive incudes asphalt curb,
gutter, sidewalk, driveway, illumination improvements, accessible Ped. Signal and traffic
Signal
Bethel Burley Rd/Burley Olalla Rd - (4121)
Port Orchard, WA
Kitsap County
360-337-5777
dhpatton@co.kitsap.wa.us
Road Improvements to Bethel Burley Road SE and SE Burley Olalla Road including
prep, grading, drainage, storm sewer, surfacing, HMA pavement, erosion/ water
pollution, control, traffic safety, & control and Related work.
Carney Lake Rd Widening & Realignment - (4145)
Port Orchard, WA
Kitsap County
360-337-5777
dhpatton@co.kitsap. wa.us
Roadway widening & Alignment, including clearing, grubbing roadway excavation, haul
embankment, compation, HMA pavement, drainage, Biorention cells, trffic safety,
Control, guardrail
Annie Wright Campus Additions 2018 - (4133)
Tacoma, WA
Absher Construction
253-845-9544
j eff.havranek@absherco. com
demo & sawcutting of asphalt, concrete paving, Removal of Sidewalk, new retainage
walls, landscape, planters, fences, utilities, storm drainage and sanitary Sewer
RSD Development Warehouse - (4103)
Puyallup, WA
Merit Construction NW
253-588-9100
jefftn@meritnw.com
Clearing Grubbing- Side sewer/ storm collection/ infiltration system, water system and
services
Seattle Boat - (4102)
Seattle, WA
Hodge Construction Inc
425-222-5011
bobw@hodgeconstructioninc. com
Prep concrete approach- ashphalt paving, storm sewer install, sewer installation, water
utilities, pond excavation, and grading
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Copper Valley Apartments - (4065)
Puyallup, WA
Inland Group
509-321-3227
tbj @inlandconstruction.com
Clearing, grubbing, side sewer, storm collection
Reserve at Woodinville - (4064)
Woodinville, WA
Alston Construction
206-300-542',7
rallen@alstonco.com
Demo Warehouse concrete Slab, existing pavement for use in structural fill, roadways,
stripping of site, prepare subgrade under sidewalks and paving, utility mains, domestic
water, sanitary sewer & storm drainage, stub to 3ft of building, final grade
Wesley Homes at Bradley Park - (4059)
Puyallup, WA
Absher Construction
253-845-9544
rob.kurmper@absherco. com
Earthwork/ Hydroseeding, grading, footing drains and downspouts, water service
connections to city watermain, supply and install OSBC & CSTC, under building slabs,
Sites sidewalks and driveway Approaches, curb and gutter
Gonyea Development (4055)
Tacoma, WA
Sager Family Homes
253-370-7185
sagerfamilyhomes@ gmail. com
Grade/Prep/ supply and install Sewer System, excavate roadway, asphalt over crushed
rock, install I street sign, stop sign, concrete walkways, improvements to the park,
pedestrian walkway signals, street signs HMA Roadway widening
Providence Ridge -(4045)
Issaquah, WA
ORA Providence Ridge LLC
206-683-3888
j enkins@element-residential.com
Install Prefab- concrete wet welV concrete valve vault/ concrete meter vault
Curran Estates - (4051)
Edgewood, WA
Sager Family Homes
253-537-2312
sagerfamilyhomes@gmail. com
Install 3" PVC collection forcemain, 3000 gal collection/ dosing tanks, pumps and
control valves, supply and return lines, primary drain fields, start-up and clean up of
systems
Project: Clear Creek LID Subdivision - (4040)
Location: Kirkland, WA
Client: PSW Real Estate
Phone Number: 206-383-2505
Email: ben@pswrealestate.com
Description: Supply and install storm system, watermain & services, storm drainage pond including
pond fencing and signage, Prep and install all curbs, walks and roadways, install on and
offsite street signage and pavement markings.
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Cummins Whitewater - (4039)
Renton, WA
Alston Construction
206-838-3840
rallen@alstonco.com
Install and maintain erosion and sediment control, clearing/ grubbing import and fill of
Materials, install sewer systems and lift station. Storm drainage and flood compensation
Trench. Install water distribution systems.. footing excavation, retainage wall, new curbs
Driveway, paved trail, single lane grind and overlay
Medline Lacey - (4020)
Olympia, WA
Alston Construction
206-838-1736
rallen@alstonco.com
Stnpping of site, cut and fill to design grade to balance site, install domestic water,
sanitary & storm dralnage, utility stubs, final grade and back fill. Misc.
2015-108 FB Pump Stations 16167 Apgrades - (3972)
Port Orchard, WA
Kitsap County
360-337-4638
cwattling@co.kitsap. wa.us
Construct gravity mains and sewer force main along with street and easement restoration.
Skokomish/Tanglewilde East Waterline & Sewer - (3975)
Lacey, WA
City of Lacey
360-491-5600
aargeris@ci. lacey.wa.us
Install Approx 10,800 LF of 4,6,8, and 10" watermain and 3200LF of 8 & 10" sewer
mains, includes service lines meter valves, pressure reducing valves, transfer of water
services, corurecting to existing water System and watermain abondonments, manholes,
laterals, sewer blpass pumping, community septic abandonment and removal of
manholes, pavement and lawn restoration.
Prqfect Woodbrook Sewer Extension Phase II - Q979)
Lakewood, WA
City of Lakewood
253-983-7795
eswanson@cityofl akewood.us
Install 3200 LF of 6-16" gravity main , storm drainage and roadway improvements, catch
basisns, piprng, infiltration galleries, curb and gutter, HMA wedge curbs, sidewalk,
gravel shoulders, and HMA
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Villa Carmel Lift Station - (3983)
Port Orchard, WA
West Sound Utility District
360-876-2545
bwinters@wsud.us
Construct new sanitary sewer Lift station
Project: N 30th & Burnett Ave Storm System Improvements
Location: Renton, WA
Clienl City of Renton
PhoneNumber; 425-403-7205
Email: jfarah@rentonwa.gov
Description: Storm system Upgrades, including road restoration and easments
Projecl N Thorne Lane Sanitary & Road Improvements
Contract Amount: $ 1, I 59,407.68
Location: Lakewood, WA
Client: City of Lakewood
PhoneNumber: 253-589-2489
Email: adbuchanan@cityoflakewood.us
Description: Installation of new sanitary storm upgrades, and road improvements
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Wastewater Sewer Replacement in Vicinity of Chandler & Center St (3932)
Tacoma, WA
City of Tacoma
253-502-8139
ssanders@cityoftacoma. org
Remove and replace approx. 1600 FL of 12" wastewater sewer trunk lines, manholes and
street restoration
Project: East 40th St Green Infrastructure - (4091)
Contract Amount: $4,160,9 12.65
Location: Tacoma, WA
Clienl City of Tacoma
Phone Number: 253-591-5588
Email: loesteich@cityoftacoma.org
Description: Installation and remove of storm mains associated with storm laterals and manholes,
catch basins. Remove and replace 2500LF of cast iron water mains, traffic control and
roadwork.
Project: 201748 Wastewater Sewer Replacement - (4090)
Contract Amount: $956,934.00Location: Tacoma, WA
Client City of Tacoma
PhoneNumber: 253-591-5588
Email: loesteich@cityoftacoma.org
Description: Construction 2000 LF of 8" Diam waste water sewer main and associated manholes. 700
LF of 12" Diam storm sewer, catch basin and manholes, surface restoration, concrete
drives and HMA pavement.
Project: Wastewater Sewer Main Reroute - Snake Lake & Tyler St - (4094)
Contract Amount: $427,69 6.66
Iocation: Tacoma, WA
Clienfi Cityof Tacoma
Phone Number: 253-591-5588
Email: loesteich@cityoftacoma.org
Description: wastewater Sewer main reroutes
Project: Jefferson Ave Water Main Replacement - (4120)
Contract Amounl $699,7 22.14
Location: Tacoma, WA
Client: City of Tacoma
Phone Number: 253-591-5588
Email: loesteich@cityoftacoma.org
Description: 650 LF water main 715 LF of 12" Diam sewer main and manholes and appurtenances.
Northwest Cascade, Inc.
Name and Title: Robert N. Albornoz, Jr., Professional Engineer
Anticipated Role on this Project Project Engineer
Years Experience:22 Years in Wastewater and Construction Engineering
Education: B.S. / 1997 / Civil Engineering w/ emphasis in Environmental / University of Washington
Active Registration: 1. 2005 lP.E. lWashington I 41769 2. 2006 lP.E. /Virginia I 41717
3. 2006 lP.E. lMaryland I 32971
Summary of Experience and Qualifications relevant to the proposed project:
During his 2l year professional career in wastewater and construction engineering, Mr. Albornoz has participated as
a project engineer, estimator, technical drawings manager and technician on a variety of onsite wastewater treatment
designs relating to residential, small community andlor commercial applications. He has been responsible for
wastewater design/build projects ranging in value from $25,000 to $3,000,000. He has designed or been directly
involved with specialty wastewater treatment projects across the United States involving the collection, treafinen and
dispersal of on-site wastewater. Mr. Albornoz has participated as a construction engineer on many large utility/road
building projects, providing earthwork services, shoring safety plans and traffic control guidance for all phases
including: bidding, pre-planning, ongoing management and completion for each project.
Relevant jobs completed:
Projecl Fox Glen Subdivision
Location: Fluvanna County, VA
Clienl Souther Development. / Church Hill Homes
Description: Central community treatrnent system for 25 acre,25 home subdivision, design flows: 7,500 GPD
Project Stillwater Coves
Location: Lincolnton, GA
Client: ClarkHill LakeLLC
Description: Central treatrnent system for 376 residences and clubhouse, design flows: I16,000 GPD
Project: Thelegacy
Location: Mt. Airy, MD
Clienl Skirven Enterprises
Description: Onsite treatment system for 21 residential lots, designed to treat 6,750 GPD
Project: Rivanna Crossing
Location: Fluvanna County, VA
Client: Rivanna Properties II LLC
Description: Onsite treatment system for 37 home subdivision, design flows: 11,100 GPD
Projecl Gilfield Church Community Development
Location: Charles City, VA
Client: Charles City County
Description: Onsite treatment system and drip dispersal for 25 homes, design flows: 7,500 GPD
Project: Mabry Mill Wastewater Treatment
Location: Floyd County, VA
Client: DOI, NPS Blue Ridge Parkway
Description: Wastewater improvements for National Park Service, design flows: 2,500 GPD
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Commerce Bank
Arnold, MD
Commerce Bank
Collection for 4,100 square foot facility with dispersal to a seepage pit.
Parkland Brookdale Interceptor-Phase 2
Tacoma, WA
Pierce County Public Utilities
Installation of over 5,000 LF of 36" and 72" sewer interceptor with stacked sewer main, side
sewers, bypass pumping, installation of bifurcation structure, pump station and ROW restoration.
Stadium District Utility Improvements
Tacoma, WA
City of Tacoma
Installation of approximately 1,400 LF of storm, sewer and water systems with restoration of
roadways and sidewalks.
Sprague Pervious Paving
Tacoma, WA
City of Tacoma
Installation of approximately 4,500 LF of storm, sewer and water systems with pervious roadways
and sidewalks.
B Street Interceptor
Spanaway, WA
Pierce County Public Works
Installation of approximately 5,000 LF of 30" and36" sewer interceptor at depths exceeding 30'
and roadway restoration.
Lexington Street Reconstruction
Steilacoom, WA
Town of Steilacoom
Utility replacement and roadway reconstruction
Wastewater Sewer & Side Sewer On-Call Connection Project
Tacoma, WA
City of Tacoma
Emergency sewer and side sewer repairs throughout Tacoma with restoration. This
approximately 500 LF of sewer piping over the various spot repairs'
included
Iligh Cedars Force main & Lift Stations
Orting, WA
City of Orting
Installation of approximately 2,100 LF of sewer main and force main, bypass pumping, installation
of a new pump station and restoration of the golf course.
East T Street Wastewater Emergency Work
Tacoma, WA
City of Tacoma
Emergency repair and replacement of approximately 1,000 LF of 60" sewer interceptor bypass
pumping and site restoration.
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Gove Street Emergency Sewer Main
Tacoma, WA
City of Tacoma
Emergency repair and replacement of approximately 1,200 LF of 12" sewer main, side sewers,
blpass pumping and site restoration.
East T Street Wastewater Emergency Work
Tacoma, WA
City of Tacoma
Emergency repair and replacement of approximately I ,000 LF of 60" sewer interceptor bypass
pumping and site restoration.
No. 37th and Tyler Watermain Replacement
Tacoma, WA
City of Tacoma
Installation of approximately 5,800 LF of storm, sewer and water systems with restoration of
roadways and sidewalks.
2015A Wastewater Surface Water Replacement
Tacoma, WA
City of Tacoma
Installation of approximately 4,200 LF of storm, sewer and water systems with restoration of
roadways and sidewalls.
Downtown Storm Sewer Replacement
Tacoma, WA
City of Tacoma
Installation of approximate 2,100 LF of storm, sewer and water systems with restoration of
roadways and sidewalls.
--)
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Equlpment UstNWCascadeHo.DescrlFUonARMATTACHMENTASPMLT ROLTERPI.ATECOMPACTORPIATE@MPACTORCOT.ICRETE PUMPHOE.PACPISTE COMPACTORROTARY LASERGENERATORCARTAWAY CBL2 CO',ISCREEI{ PI.A'{TGEI{ERATORGET{EMTORWHEELTRENCHERCiEiIERATORSUBMERSIBLE DEWATSUBI''ERSIBIE DEWATGET{ERATORplat€coilFsctgrGENERATORGENERATORlwGRT'!{DOilIAT MOTEJUMPING JACKROADHOGCOIICRETESAWPI.ATEWACKERTMSI{ PUMPPITTEWACXERSWEEPERHOE PACJUMPING JACKPTATE COMPACTORHYDRAUUC BREAKERCATERPIIJ-ARWACKERWACKERWACKERSCFIWNGBTIWACKERDEWALTHO}IDA2,(Wf645155268718644275663172E17150021010,{7s1-l6S7n91lo30g1?214,',320€03002123.15EAA.j16432g3F25800065E1\rRFt22\rbPl00037t)6R0012908708E2161894EANCi023t24123/Eq,,\r-t443458F4AJ-2435799G)(1?32Pl00204s3:!its20au2E211m00rRH4E200TLT14443030071!079zTH.t65s23007355A28788{tO5ATZ73&1300E87812424A921Pi,r4fi1JuVZE,2o2oP€ge 7Janets€ro'r ltlolght0.000.000.000.000.000,000.000.000.000.000,(x)0.000.000.000.000.000.000.000.000.0{)0.000.000.m0.@0.000.000.000"000.o00.000,000.000.000.o0Year manuirclultHodelSerlrl ftlo.Depar ReeponslbleUcence tb. Code EmployaeM23r11232M2S3M234i/1238til2'16M24BIt 251t&62M258tn267M263[t264llt205MzOEIt?sTM208ilubgMn4M27614276tnn}TQI801285Nn87M288M292M236M2S7lt3t0M311M3't2M313M3142008an082008J9€0200820092$720032010200820091992200620112000m122012fr122011241320142A142014201520i52014ITIIEGROl1AwPl550AWwP1650AWwP 500xtc30.lwPl550AWDI ,077EU300()ls111,lI1I11111II111IIIt11I11I1I1111IHOHDAPOWER!'ATEVERMEERCATGODY/INGODWNHONDAWac*er NeusooHOI,IDAHONDAAGLGRUNDOT\iAfRAMI'ERZANETISCORECUTWACKERHONTTAWACKERIAYMORa7WACKERWACXERBTI (minia(camtorhaEUA]o0tP['t433500ccl35Txo300GSP900GSPg00EM5d'OwP1650EU2000rEU2000tGRADEUGfTT SIIOO'100PBEEORH48200cc3500wPr550AW21IGPwP1550AW8HCTG"2DwPrgsoAwBS804A
Equlpment LlstNlrVCasce.laNo,DorctlpfionYear trnulactunrtlodelSodd l{GJuV28,2C20Pag€ IJan6tpGrus! tirobhtM015M3t€M3{7M318l,H,l9i/tr32'lf,832tB33M334MgssM33€M337MIIsEM$eM340M3t1M343M344M345Mall8M347M35.1vts52M353tft!56M357ir368M364M3E5M3€7M389M370M375MO722012201520r02011SWEEPERSI'VEEPERHOEPACMANHOLE VACUIJM TEAIRCOMPRESSORPI.ATE@MPASTORJUltFlilG.llCKHOE PACLtr'IESTRIPERJUMPING JACKHOE PACHOE PAC17'CUTDOI|\IN BEDDINJUMPING JACKHOE PACPIATE COMPACTOR3'TRASH PUMPSWEEPERGENERATORWHEELWASHCOMPACTORCOMPACTORDIRECTIONAL DRITI- LOROLLERCONCRETE BREAKERBREAKERJTJMPING JACKCOi'PACTORPTATE COIJIPACTORBREAKERPI.ATE COMPACTORROTLERCON\flFTOR/HOPPEREHG33S55sil10086349CATC824BV42o{Xt304ocRm23TSr5F02-Em14q,,2s00525100018324u567rATrtg4$1'1527t$2993AT2BSiz.zAT4SE3-2011-{217:70582053AT1ed7-2l0lt5828tGTP€OHX33785TS2j87S8/R201 I 1 E0903005s5oitc121112341817eBXl0-1507MN(010191015412912084T801/L21ffi07309BXIG23$zvP280203Hi097280012-0196428Deper ReeponclbleUcsntel{o. Code Emdoy.r83052D830€ZD8it3sZD2018m172017?o17201720172017IA\[,tORl ltrJtoRGATCATHONDASULTAIRWACKERMULTICIUIPErnGRACOMOBTlBl'tFELCOMOBTIWACIGRGODWllrlIAY-noRLIBBYWELDINGNEfiUNENPKMIKASAsM3@sl\ttt00CB24BcF\r,r027&008l85CFM'1550Mrx€oTC5lHFL|NETSZER 3400MTX8ffIDTCt52HTClsArH2CYOMDGOHDTCrs2l IP1550AW11tI,t1,|1,tI1I1,|11t1II11ttIII11I111I0.000.000.000.000.000,000.000.000.00o.o00,000.000.000.000.000.000.000.000.000.000.000.000.000.000.@0.000.000.000.000.000.000.000.000.00201620122017fr1820082010201920182019INGERSOLL RANDBTICATBOt'lAGBTIWACKERJOHN DEEREHONDAHAMMFELCOSllcMEP007B 100t(VvCOMPAgTc48i,rvtl108DZsD1t8D(-10B20MffivlERBW85TC82VwPl550AW&\looxlz,1m8FELCO
Egulpmant Ll8tNWCescedeNo.Do*crlpflonYear tlnlltrct rerilodelDspar RcrpomlbleLlconrotlo. Codo EmptoycGJUV 28, 2C20Pag€ sj4r€tpGrctYllolghtP001R028RTl{T001T003T0t2T015T010TO20T024TA25T026m34T038T(X0T050T052T058T0€tT108T199T2131214T217T238T239T&,T284T288T2g2TMT296T2061302761970197019741974197319837t198519858'li970't989ng0t99tt19E9200420u2009t'19519862001200120002m320032008zA04anE2m82m8T}IOMPSON PUMPGRII{DER TRUCKTRAILER VANOFRCEWATER SETTLINGEIID DUMPTMITER,f0'FIATBED TRAILERROLTERTRAITERAIR COIiPRESSORARROWSIGNARROWSIGNBELLY DUMPSINGAXIE DOLLYAIRCOMPRESSOR40'TRAIIERTRAITERCOMPRESSORAIR COMPRESSORCARTRAILERAIRCOT,IPRESSORTRAIL KINGTOWABLEUGHTTOWE8 x 16 OFFICE TRAIIERCARTMtrLERAIRCOMPRESSORAIRCOMPRESSOROFFICE TRALERU€ARTU4ARTBEAVER TAIL TRAILERTANDEM AX.E TRAILERMESS{GE BOARDMESSAGE BOAROARROWBOARDTHOMPSONFORDFREUHAEUFHOMEII/IADEHOMEMADEGARWOODSTRICKHMJOYLEAR SIEGLERLEARSIEGLERRANCOATLAS COFCOFRUEHAUFEAGERATIASCOFCOATTASCOPCOHOMEMADEsuLlArRDROPDECKTMITEGENIEWILLhMS SCOTSITIAROADLSULI.AIRSULLAIRwurAMs scolEli,tACARf{"WAYCrqRT*WAYTRAIL KINGBIGTE'(AABCOAABCOALt I|ANDF350UTlLfrYMOgILEMOBITEBROWN DOTLYr75 CFMFTATBEDBEAVER25 GPT,(ASgODDXASgODDFIATBED185DPQTKTOHTTlrrL.4000NEX16UTILTIY185DPQI8I'DPQilB$0024r 8X24clrtT100citTr00Tl?0tfT-t8tt10TL-20MESSAGEMESSAGE2220/SEJDtrrfIFCr4533FEE99927EO?(.PEROS3OKZ.PER73139AAJJ277014128584l^tr80€07)15977020JG8866lrlc0525t907tt?Sl8080KB7377RG2751Y)(0738VL2O75RI}PER7574E/AAt'lo LICENSE75882AA7180UN7IElUNS€rld ilo.123r'.F37MM54&t3HPK17080swA721S445wA7210543386S82172119wA788894S1655:tt4g0s4&81R9BSC508BL0080A5se91€:r3ARP93/.T27FRY6{!03011r2EFX45StqG092s975t70NP20d,m3wAser$0170{,41348291TKA048325it07802/r5D8LCl4164R0(X,l95095-138 or EVG044881R9BE79€30R00{13€2930041362S10m414MFMAi5223W0016234MFMAl5283W0016251TKA0.lE338ltrc35:150tg\rx202d41H341384SEPN18188[r4SE2,t 14SEPN'EIX€M4SE2120it38AB07111111I1,|111111'lI11III111t0.0014,000.000.000.000.0014,770.0010,0a0.000.000.@0.000.000.000.000.000.000.000.000.000.000.000,00t.000.000.000.000.000.000.000.(p0.00NOUCENSE I7580EM 176002M I2€17UH-PER 1t80o)(E 1?,a7ull 1ttlTvL 10773\A 110,001.000,000.000.000,00
Egulpment LlstiMlcccadello.DercrlptollYarr talrufadrrftDep€r ReaFonsllIcGode EmployeeJuty 28, 2020Pag6 l0Jan€&GrolrWelglrtT30{T3{ttT3061'307T308T32tT8€€T3071125T43rtT5lgT7E3TtstT813T819T89BTE89T900TS03TSt2T9EOx,84AIRCSIPRESSORMESSAGE EOARDMESSAGE BOARDSHOTCRETE PUMPVAII TRAILERJOB SHACKMESSAGEBOARDMESSAGEBOARDSKID STEER TRAILERTANDEM AXIE TIIT DEMESSAGE BOARD5OO GAL WATER TRAIL5OO GALWATERTRAILWATERTRAIT€R5OO GALWATERTRAITFUPAX-ELOVIAOYTRAILERLOWB(ryTRAILERDUIP TRAILER'5SIDE DTJMP750 PELITND DOZERsuLl-AtRAABCO,qABCOALLENTOWNSTRICKJO8 SH,ACKWtl.lCOWAttlCOtitlDSOTABUTLDOGAABCOMQMCIWYTJESFRAYERSMULTIQUlPGLOBEGLOBEGLOSEiriilo(DSt ll,htlTTRAITKIT{GJOHH DEERE*|6ZUZ 1c/tgvt ,l072gVL 1t488l/lrl I958ZrY.PER rNO LICENSE 10751Vt 10750\ 1r{oucENsE 1200,220082008200Etsao200920092012m12201620ig201420162018m$201820t820172000todellE6HOPQ.'DII|ESSAGElr{ESSAGEPOI,\'ER CRETER 20sncK8X12wTurl&$LL(A)wTures.uA)OECK OVER7Xt8HTHa,H20H20H20GTrylO,l.5GT8M}(}3-52.2+HGGGD0Go2.27D814DBSTS/2OTA5SIOE DUMP750Sorlrl ltlo.m4138S48,lSEPttt0l38U+SE357{sEPNretX8M48E3551A9SP13t58A7680101612€E5351G327057't23Fi2S18r28t@423e5F125161961004240lMgAS2,t23GAl33061.{R.JHT1E24D| t014621PgDt717EE3013854GN8tt1229F80302404GNBNrir22GB038S7MJTW13?EP0002e4/0GNBltl225GB01{987tGsatSlTJB:t36:r23rG9BN5237JB3{rGs851G9rOe728J83380215R8D0r423JM06486s59K8U2020t11001it431TKSU841Y1,1031830123/.Ucgn$ilo.TS|FZDI{OLICENSE83042DE339ZD9ia/.2,'A20532X75996AA7s907AA75gg5AA320:18A8012e4AC48t00Ac0.00o.m0.000.m0.000.000.000.000.0010,000.000.000,000,001,800.000.0022,380.00154,800.0087,8rlt).000.000.000.000.00
RESOLIIIION Or CONFORAIE AUIIIORFI
NORTE$EST C/rgCADq INC.
!c lt ryoh,od OA arl gttQforn ponons, CBoffidmun Mulc R pcrry, prrxl&nt CarI Lilicqu&g CffcfFimncird OmccrAenoyfnusricr C"rg.ry e. p6, Cllnm e liy*, l.grg rlgly, ,Ufi Uo oA hcrtbyis auilr6i4d mo cmponcioc, * u*df "r-x*i-**r6i#ffi-'l c*ocr6 confrlcrs, lcocm,aulhorl4tioN8, cmmttmcnb'poposab -d.6*d;;.',cffi 6 ru li-tr oorn$ oruucinJrcung otbofo[owtemdtn:
l' coffilcb forwodco malrlril
" uo firnishcd or crppliod by0rc corpontion,Nortlucst Cascado,Irc.
2. Collcctlmofrmoum duo forwor*orrnmiab of Nordnrrc* Casordg lnc.
3' Fillng.o-r rcloaso of tioos, o olafou^ryrlmt bonds c uahcd pancrogos, for wo,lc o,rmdcrials ftrndshcd byNodrurcstC,sc.dq h;. -- -
4' Any and sil rnatrrs rcrafied to rny of tho rborrc rno orogorng.
f;lrTfiY ehall ro'ain h oftct until rcvokcd bv aclon oftro Board ofDhoron. Darcd rbis ta &y of
/;=-
I cciliry fut flris is a tuo copy of dro Rcsolution drbd Aprll l, 2015.
OF
h /r
Dab
NORTHWEST CASCADE INC
Aul*mmqV tabdr A tndusrris (httos://lnl.wa.gov)
Contractors
NORTHWEST CASCADE INC
Pqge I of3
-q!fl !-c..r.9I.!!rd*mngn
Prlnclpals
uuedusr, cARL ANDERs, pREstDENT
POTTS, GREGORY AttEN, TREASURER
FIEV\rES, CAITIERON MOSES, DIRECTOR
marbnl, gary e, DIRECTOR
Gonkl, DonaH Joeeph, DIRECTOR
Jones, Haruey Noil,on, DIRECTOR
WINGARD, WLLIAII' B JR, SECRETARY
(End:09/162013)
Dlklhh, John Madn, PRESIDENT
(End:09212015)
BARGER, STEPHEN Rltfiad, V|CE
PRESIDENT
(End:0921/2015)
PERRY, MARK Roler, SECRETARY
'(End:10272015)
Doing business as
NORTHUYEST CASCADE II.IC
WA UBI No.
278 ll39 l.rg
Received by L&l
0stflno12
P0 BOX 7rt00
PI,IYAILUP, WA EE373{:I9'
?5!{$Ar7r
FIERCE Cdunty
Business type
CorDondon
Goveming persons
CARL
Effectiv€ date
$rclno12
Expiration date
Untll Canceled
LIUEQUIST
CLINTMYERS:
GREG POTTS;
J R lNlYlAN;
MARK R PERRY;
RON INMAN;
Licenee
Verify the contraclo/s ac'tive r€glstration / llcense / cerdticatlon (d€ponding on tacle) ancl any past vlolailons.
9-9ltlttggg9'rr--c..9nHF$9l Acgvo
toeb cunent Fqultumontc.
License specialties
GENERAL
License no.
NORTHCII.ISBG
Effec{ive - expiration
olo'ng8/8-t0u2tm2t
geF.d
Fldoltty & Deposlt Co of MD
Bond accounl no.
0000t 818
$12,000.00
,.
NORTHWEST CASCADE INC
Locailon
l2lll l0l0rAveE
Puylllup, WA 9ASt2
Page 3 of3
lnspecdon rosults date
l2n2ml3
lnspectlon no.tltuinu
Locetlon
l0tr Avc I
f.com!, WA98444
No vlolallone
lnsp€cton l€sults date
l|n5m18
lnspedlon no.
tlTu2rr?
Locetlon
2t0 County Llnc Rold
Pralllc,WA98lL7
No vlolailons
lnspec,ffon rcsulb date
lln5,mra
lngp€c{on no.
3r70r2t65
Locauon
l0al2 John B0rnoh Wry E
Puyrllup, WA 9837.t
No violatlong
lnspection rosults date
o,al2tm13
lnspec{on no.
3t79!8663
Locauon
23502 Rlm Roed
Grlh.m,WA 98338
lnspection resulte date
08r00,20t5
lnsp€c{ion no.
3t70t6282
Location
N. 38th 8t .nd N. Tyler St
Tacoma, WA 98407
Mdatlons
No vlolallons
Violations
lnspection results dale
08,n4m14
lnspec-tion no.
E17424F{,7
Location
Dcl tolnes temorlrl Drlyo
Dce tolnec, WA 08108
5.REFE
5.1
5.2
5.3
6.FINANCING
6.1.3
6.L,4
202 1 Watermain Improvements/Almaroof
ProJect Number: 2L-3002
crtbL NIID€ rnL^dt
t\/ltil{MCI{o+5.3.1 Name of bonding .ornpany: fi
5.3.2 Name and address of agent o Qro
I)D I
,u+
(*w"?id)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.
6,1.1 Attach a financial statement, preferably audited, including your
organization's latest balance sheet and income statement
showing the following items:
Current Assets (e.9., cash, joint venture accounts, accounts
receivable, notes receivable, accrued income, deposits, materials
inventory and prepaid expenses);
Net Fixed Assets;
Other Assets;
Current Liabilities (e.9., accounts payable, notes payable,
accrued expenses, provision for income taxes, advances, accrued
salaries and accrued payroll taxes); Other Liabilities (e.9.,
capital, capital stock, authorized and outstanding shares par
values, earned surplus and retained earnings).
6.L.2 Name and address of firm preparing attached financial
statement, and date thereof:
6.2 Will the organization whose financial statement is attached act as
guarantor of the contract for construction?
Is the attached financial statement for the identical organization
named on page one?
If not, explain the relationship and financial responsibility of the
organization whose financial statement is provided (e.g., parent-
subsid iary).
27 April 5, 2021
D,l
Orvner/Offioers:
Sinoerely,
Mark R. Peryy, GEO/Acning Treasurer
Ghairman of the Board
47t2N. Gove
Ta@ma, WA 99407
MaO Dikficfi, Prcsident
2ffi23?|D AveS
SeEtile, We g8i44
Stephen R.Barger, Vie president
27Ol Garfietd Road
Taooma, WA9E403
Northilest cascadq lnc' perfiorms the follqring services: urderground Lfilityconhador, manufacturerof oncrete produds (-"ddi" mrst, portabte-resfi;;
"a,FE, Jffi"'pileirq, drain deaning,indusfrial Pumping, geoteihnologitai dMes,
"no
r"n..raa,rrilrg of on*fte pr€fremnent syrtems.
we operab underthe following names: Honey Buckets@, NCS, Flohawksrs and Flotronh.
y,?t"H'#$lg;ht3:!?sHffi i?:lt'l#.",ilitr'ffi#iffi"T*,1ffi ft ffi :?lncour
It is our pottcy to pay by the tenth of eechmonth allproperly prepared invoioes reoeived by the end ofthe pteceding month'-6ur employees rt"ue men insirudeoio provioe their namqand a job number orffi lffi ::XTiH,ffif; *"$H"?Hff:-;ffi];&,"itou,e,,ppndilincruariirrai;"ilii.;
our assurane to yluof tit"ly paymentdepend:.upon your jnvoioe being omplete, correct and inour posaession long enough to pemit.aiprwal oi +propriate inaivuuZlJ.-"invoies witrout therequired inbrmation will not-be prdoe*rec r.ir p"vrent llliiilt"t infomation is suppried.
For assistance, please call me at 253.g4g. Zg71l
7. SIGNATURE
7.1
7.2
Dated at this A&a"v or
Name of Organization
By
Title:
V"
202!
Subscribed and sworn before me this day of
hrc
r..trVluyrr3
being duly sworn, deposes and says that the
n is true and sufficiently complete so as not to
,M
information prov
be misleading.
herei
Notary Public:U,tnrlttuZ-[\ev-o*
JD}3
202I.
My Commission Expires:
202 I Watermaln Improvements/Almaroof
Project Number: 2L-30O2
CHARLOTTE A BASKETT
Notary Public
State of Washington
Commission # 1549f0
My Comm. ExPires Aug26'2023
28 Aprll 5, 2021
BIDDER RESPONSIBILITY CRITERIA
Statement that Bidder Has Not Been Disqualified
This statement is required by state law (RCW 39.04.350(1)(d)) to be submitted to
the City before the contract can be awarded.
The bidder hereby certifies that, within the three-year period immediately preceding
the bid solicitation date (April 20, 202t), the bidder has not been disqualified from
bidding on any public works contract under RCW 39.06.010 or 39.12.065(3).
nilVt/tvJtg Caeu&,l"nt
Bid
sig n ure A o
Printed Name
cia l*
V,P D+ 0M 6bW*1.0/)
Title
4la>xJ>l wk
Date City State
x If a corporation, proposal must be executed in the corporate name by the president
or vice-president (or any other corporate officer accompanied by evidence of
authority to sign). If a co-partnership, proposal must be executed by a partner.
2021 Watermaln Improvements/Almaroof
Project Number: 2t-3002
29 Aprll 5, 2021
BIDDER RESPONSIBILITY CRITERIA
Certification of Compliance with Wage Payment Statutes
This certification is required by state law (RCW 39.04.350(2)) to be submitted to
the City before the contract can be awarded.
The bidder hereby certifies that, within the three-year period immediately preceding
the bid solicitation date (April 20,2A2L), the bidder is not a "willful" violator, as
defined in RCW 49.48.09?-, 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.
n 0neuAt [nt
Bidde B
Sign o cial *
Printed Name
ll .P. D+ &M
Title
alnlDD>t wfr
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 Watermaln Improvements/Almaroof
Project Number: 2L-3002
30 April 5, 2021
PROPOSAL SIGNATURE PAGE
The undersigned bidder hereby proposes and agrees to start construction work on the
Contract, if awarded to him/her, on or before ten (10) calendar days from the date of
the Notice to Proceed, and agrees to complete the Contract within sixty (60)
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 undersiqned at the address stated below.
Receipt of Addendum No.'t N I t- ,
-t
to the plans and/or
specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda
may be considered an irregularity in this proposal.
By signing this Proposal Signature Page, the undersigned bidder agrees to accept all
contract forms and documents included within the bid packet and to be bound by all
terms, requirements and representations listed in the bid documents whether set forth
by the City or by the Bidder.
DATE:
2021 Watermain Improvements/Almaroof
Project Number: 21-3002
ame and e)?or 1b6q7
W.A qg-rc
{lnlawt s-{ Cnsudr,Ll(.
of Au ri Representative
z.-V,P.rCCMshnsbn
Si gn ure
(Print Nb
31 April 5, 2021
BID BOND FORM
KNOW ALL MEN BY THESE PRESENTS:
That we, Northwest Cascade, lnc. , as Principal,
un6 Fidelity and Deposit Company of Maryland , as Surety, are held and firmly
bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent (5%) of Bid Amount
Dollars, for the payment of which the Principal and the Surety bond themselves, their
heirs, executors, administrators, successors and assigns, jointly and severally, by
these presents.
The condition of this obligation is such that if the Obligee shall make any award
to the Principal tor 2021Watermain ReplacemenuProiect Number: 21-
3002
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 20th DAY OF April 2021
ny of Maryland
Carley , Attorney-in-Fact
20-.
Received return of deposit in the sum of
2021 Watermain lmprovements/Almaroof
Project Number: 21 -3002
s
32 April5,2021
ZT]RICH AMERICAI\ INSURANCE COMPAIYY
COLOIIIAL AMERICAI{ CASUALTY Ai\D SI]RETYCOMPAIIY
FIDELITY AIID I}EPOSIT COMPANY OFMARYLAT\D
POWEROFATTORFIEY
KNOW ALL MEN BY TIIESE PRESENTS: ThAt thE ZURICH AMERICAN INST]RANCE COMPA}'IY, A COTPOTATiON Of thE StAtC Of
New york, the COLONIAL AMERICAN CAsUALry 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 revine side hereof and are hereby certified to be in full force and effect on the date hereot do hereby nominate, constitute, and
appoint Katharine J. SIIDE& Karen C. SWAIISON, Erica E. MOSLEY, Holli ALBERS, Jamie L. MARQUES, Carley ESPIRITU'
ihristopher KII{YON, Brent E. HEILESEN, Annelies M. RICIIIE, Kyle Joseph HOWAT, Heather L. ALLEN' of Tacoma,
Washin-gton, EACH, its true and lawful agent and Attomey-in-Fact, to make, execute, seal and deliver, for, and ou
its behalT 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 *d purpor.r, ur if they had been duly executed and acknowledged by the regularly elected officers of
the ZURICH AMERIaAN INSIIRANCE
-COppaXV at its office in New York, New York., the regularly elected officers of
the COLONIAL AMERICAN CASUALTY AND SURETY COMPAIIY at its office in Owings Mills, Maryland., and
the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its offtce in Owings
Mills, Maryland., in their own properpersons.
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 inforce.
IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said
ZI]RICH AMERICAII INSURANCE COMPAIIY, COLONIAL AMERICAI\ CASUALTY AND SI]RETY COMPAIYY, ANd
F''IDELITY Af[D DEPOSIT COMPAr{Y OF MARYLAI{D, this llth day of November, A.D. 2020.
ATTEST:
ZURICH AMERICAN INSURANCE COMPAIYY
COI,ONIAL AMERICAI\ CASUALTY AI\{D SURETY COMPAIYY
FIDELITY AI\D DEPOSTT COMPAII{Y OF MARYLAFID
I
By: Robert D. Mulray
Vice President
tr'*J'*t'--'""'
By: Dawn E. Browri
Secretary
State of Maryland
County ofBaltimore
On this llth day of November, A.D. 2020, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and
qualifred, Robert D. Murray, Vice President nnd Dawn E. Brown, Secretary of the Companies, to me personally known to be fte individuals and
ollicers described in and who executed the preceding insffument, and acknowledged the execution ofsame, and being by me duly swom, deposeth and
saith, that hdshe is lhe said officer of the Cbmpany aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said
Companies, and that the said Corporate Seals anal the signature as such officer were duly affixed and subscribed to the said instrument by the authority and
direction of the said Corporations.
IN TESTMONY WHEREOF, I have hereunto set my hand and allixed my Offrcial Seal the day and year first above written.
/1r-Arywtozl.eu A. b,r.lrr4J
Constance A. Durm, NotaryPublic
My Commission Expires: July 9,2023
SEAL SEALSEAL
EXTRACT FROM BY.TAWS OF THE COMPANIES
"Article v, section g, Attorneys-in-Fact. The Chief Executive officeq 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 instruments on behalf of the Conpany, and may uuiho.ir" any officer oi any such
attorney-in-fact to affix the corporate seal thereto; and may with or without cause modifu oirevoke any such appointrnent or authority at any
time-"
CERTIFICATE
I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE coMpANy, the coLoNIAL AMERICAN
CASUALTY AND SIjRETY COMPANY, and the FIDELITY AND DEPOSIT COMPAI\IY OF MARYI-{ND, do hereby cerrify that
the foregoing Power of Attomey is still in full force and effect on the date of this certificate; and I do further certi$ that Article V, Seciion 8,
of the By- Laws of the Companies is still inforce.
This Power of Attomey and Certificate may be sigred by facsimile under and by authority of the following resolution of the Board of
Directors ofthe ZURICH AMERIC.A.N INSTIRA'NCE 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 signafure of a Secretary or an Assistant Secretary
and the Seal of the Company may be affixed by facsimile on any Power of Attomey...Any such Power or any certificate thereof bearing such
facsimile signature and seal shall be valid and binding on theCompany."
This Power of Attomey and Certificate may be signed by facsimile under and by authority of the following resolution of the Bomd of
Directors of the COLONIAL AMERICAN CASUALTY AND SITRETY COMPANY at a meeting duly called and held on rhe 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 l0th day of May, 1990.
RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of
any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a
certified copy of any power of attomey issued by the Corrpany, shall be valid and binding upon the Conpany with the same force and effect
as though manually affi xed.
myname and affixed the corporate seals of the said Companies,
'B;a'rltlf*
By:Brian M. Hodges
Vice President
TO REPORT A CLAIM WITH REGARD TO A SURETYBOND, PLEASE SUBMIT A COMPLETEDESCRIPTION
oF TIIE CLArM TNCLUDING TrrE PRTNCTPAL ON Trm BOND, THE BONTD NUMBER, AND YOI'RCONTACT
INFORMATIONTO:
Zurich SuretyClaims
1299 ZurichWay
Schaumburg, IL 60196-1056
www. rcDolt s fclaims@zurichna.com
800-626-4577
SEAL
o-
SEAL SEAL
CITY OF KENT
COMBINED DECLARATION FORM:
NON-COLLUSTON, MTNTMUM WAGE
N ON.COLLUSION DECTARATTON
l, by signing the proposal, hereby declare, under penalty of perjury under the
laws of the United States that the following statements are true and correct:
1. That the undersigned person(s), firm, association or corporation has
(have) not, either directly or indirectly, entered into any agreement,
pa*icipated in any collusion, or otherwise taken any action in
restraint of free competitive bidding in connection with the project
for which this proposal is submitted.
2 That by signing the eignature page of this proposal, I am deemed to
have signed and to have agreed to the provisions of this declaration.
AND
MINIMUM WAGE AFFIDAVIT FORM
I, the undersigned, having duly sworn, deposed, say and certify that in connection
with the performance of the work of this project, I will pay each classification of
laborer, workman, or mechanic employed in the performance of such work not less
than the prevailing rate of wage or not less than the minimum rate of wage as
specified in the principal contract; that I have read the above and foregoing statement
and certificate, know the contents thereof and the substance as set forth therein is
true to my knowledge and belief.
2027, Watermain Replacement
Project Number: 2 1-3OO2
NAME OF PROJECT
nf,/ail to.ts+ \asoacb , (,nL
NAME OF BIDDER'S FIRM
REPSIGEO
2021 Watermain Im provements/Almaroof
Project Number: 2I-3002
E.
ENTATIVE OF BIDDERo( UJu6AumA?4
33 Aprll 5, 2021
This chanoe order form is for example purooses only. By submitting a bid. the
bidder aqrees to be bound by the terms of this chanoe order form for any
chanoe orders.
CHANGE ORDER NO. lEnter # L, 2, 3, etc.]
NAME OF CONTRACTOR:llnsert Companv Name] ("Contractor")
CONTRACT NAME & PROJECT NUMBER:llnsert Name of Original Contract & Proiect #. if applicablel
ORIGINAL CONTRACT DATE :llnsert 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
equ ipment necessary to:
[Insert detailed description of additional materials, services, etc., that
are needed which necessitate this change order - Be as detailed as
possible. You may also refer to an attached exhibit, but clearly
identify the exhibit by title and datel
2. The contract amount and time for performance provisions of Section 1 of the
Contract are also modified as follows:
Original Contract Sum,
(including applicable alternates and
wssT)
$
Net Change by Previous Change Orders
(incl. applicable WSST)
$
Current Contract Amount
(incl. Previous Change Orders)
$
Current Change Order $
Applicable WSST Tax on this Change
Order
$
Revised Contract Sum $
2021 Watermaln Improvements/Almaroof
ProJect Number: 2t-3OO2
34 April 5, 2021
Original Time for Completion
(insert date)
Revised Time for Completion under
prior Change Orders
(insert date)
Days Required (*) for this Change
Order
working days
Revised Time for Completion
(insert date)
In accordance with Sections L-O4.4 and 1-04.5 of the Kent Special Provisions and
WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all
requirements of this Change Order by signing below. Also, pursuant to the above-referenced
contract, Contractor agrees to waive any protest it may have regarding this Change Order and
acknowledges and accepts that this Change Order constitutes final settlement of all claims of
any kind or nature arising from or connected with any work either covered or affected by this
Change Order, including, without limitation, claims related to contract time, contract
acceleration, onsite or home office overhead, or lost profits. This Change Order, un less
otherwise provided, does not relieve the Contractor from strict compliance with the guarantee
and warranty provisions of the original contract, particularly those pertaining to substantial
completion date.
All acts consistent with the authority of the Agreement, previous Change Orders (if any),
and this Change Order, prior to the effective date of this Change Order, are hereby ratified and
affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change
Order shall be deemed to have applied.
The parties whose names appear below swear under penalty of perjury that they are
authorized to enter into this contract modification, which is binding on the parties of this
contract.
3. The Contractor will adjust the amount of its performance bond (if any) for this
project to be consistent with the revised contract sum shown in section 2, above.
IN WITNESS, the parties below have executed this Agreement, which will
become effective on the last date written below.
CONTRACTOR:
By
(signature)
Print Name:
Its
(titte)
DATE:
CITY OF KENT:
By
(signature)
Print Name:Chad Bieren. P.E.
Its Public Works Director
(title)
DATE:
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
202 1 Watermain Im provements/Almaroof
Project Number: 2I-3002
35 April 5, 2021
BIDDER'S CHECKLIST
The following checklist is a guideline to help the Contractor make sure all forms are
complete. The bidder's attention is especially called to the following forms. Failure to
execute these forms as required may result in rejection of any bid. Bidder's
Package should include the following:
Bid Document Cover Sheet filled out with Bidder's Name i,rrrrr.rr.rri......tr
Order of Contents.........rrrrrr.r...!rr.rrr.rrrrrrr.rrrrrr.r...rrr.rrrrr.rr.rrrrr............'... E
InVitatiOn tO Bidri.rrr.rr.r..r.r..rrr.rrrrrrr.rr.r..r.rrrr.r..rr..rrr.r.rrrrrrrrrr.rrr.............E
Contractor Compliance Statemellt.'.'..',..rr.rrrritrrrrrrr.rrrrrrr.rrrr..rr.rrrrrrrrirrr
Da te . r r r . r r r r r r r r r . r r . . r r r r r r r r r . r r r . r r r I r r ! r r r r . . r r . . t r r r r r r r . r i r . . . . . r r . r . . I r r r r r r r . I . I t r r . r r r
Have/have not participated acknowledgm€Jlt..'...'.rrrrr.rrr.rrr.ir.rr.r
Signature and address...'..... r.rrrrrrrrrrrr rrrrrr..r.rr.
Declaration - City of Kent Equal Employment Opportunity Policy rrrrr.,r
Date and SignatUfe r.rr.rrrirrrrrrr.i.rr.rrr.rrrr.rri..r...rr.rrrr.r.rrt.r.!r..rrrr.r'ir
Administrative Policy rr.r..rr'rrrrrrr.rrrrrr.r..rrrr.rr.rrrrrrrr.rrrr...rrrrrrrrrrrrr.i'rrrrrr
PfOpoSal..rrrrrrr.rrrr.rr.rrrr.rrrrrrr.rrrrr..rrrrr.rrr...rrrrrrrrr..rri.rrrr..ri.rrrrrrrttrrrr.rtrrrrr
First line of proposal - filled in
Unit pfiCes afe COffeCt.rrr.r.rr..rirr.rr..r..rrrrr.rr.rrrrrrrrrrrrrr..rr.rr.r.rrrrrrrr
Bid the same unit price for asterisk (x) bid items
Minimum bid prices are correct.. rrrrr.rr..rrrr
Subcontractor List (contracts over $1M - HVAC, Plumbing, & Electrlcal) "...'....,.
Subcontractorc listed properly...r'rr.rrr..rrrrrrrr...rr..rrtrrrr.rr.rr.!rrirrr.rr
Signatur€ ........... .rrrrrrrrrrrtr.rr
Subcontractor List (contracts over $lM - Structural Steel & Rebar Installation)..tr
Subcontractors listed properly rrr.rr..rrrrrr.rrrrrrrr.rr.rrr.rrtri.r....rr.rr!.rrr
Date and Signatufe rr.rrr.rrrrrrrrrrr...rrrr.rrrr.rrrrr.rr.rrrrrrrrrr.rr..rrrrrrrrrr!.r.
Contractor's Qualification Statemellt ...........rrr.rr.rrr.rrr.rrr..rrrrrrr.rrr'rrrrr.r
Complete and notarized irrrrr...rrrr...rr..rr.rrrrrrrrrrrrri.rrr.'...rirrrrr.r.!rrrr.
Statement that Bidder Has Not Been Disqualified
Gertification of Compliance with Wage Payment Statutesrrrrrrr.,,rr.rr..r'r
Proposal Signature Page rrrrr.rr.rrrrr.rrrrr...rrrrrr.r.rrr.r...rrrrrrrrrr.rrrrrrrrrrrrrrrrrrr
All Addenda acknowledged ......."..rrrrr.rr..rrirrtrrr.r.iirrr.rr.rrrrrrrrrrrrrrr
Date, signature and address rrr.rrrrrrrr.r.rr.r.ir.rrr.rrrrrrrrrrr..rrii..rrrrr.rrr
Bid Bond FOfm rrr.rr.rrr..r. .rrrr.rr.r.r'rr.rrrr.rr.!r.rr..rrrr...r.rrrrrr.r.r!!.rrrr
Signature, sealed and dated
PoWer of Attorn€|....'..".r.rrr.r..rrrrrrrrrr.rrrr.rr.rrrr.r.rrrrrrr.rrrrrirrrrrrrr.rrr
(Amount of bid bond shall equal 5o/o oI the total bid amount)
Combined Declaration Form rrrrrrrrrr.'rrrrrrrrrr.r.r,rrrrrrr.r.rrrrrrr..rrrrr.rrr...'....'. E
Signature r.r!.rrr.rr..r 'rrrr..r.r..rrrrr.r.r.irrrrrrrrr.rirrrrr............... tr
Change Order Form (Example)............ rrrrr.r.r.r,rr .......tr
Biddefts CheCklist .......'....r..rrrrr.rr...rrrrrrrrrrrr.rrrrrir.r.rr.rrrrir..r.trrrr............. E
The following forms are to be executed after the Contract is awarded:
A) CONTRACT
This agreement ls to be executed by the successful bldder.
B) PAYMENTAND PERFORMANCE BOND
To be o<ecuted by the successful bidder and its surety company'
The following form ls to be executed after the Contract is completed:
A) CITY OF KENT EOUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT
To be executed by the successful bidder AFTER COMPLETION of this contract.
2021 Watermain Improvements/Almaroof 36 April 5, 2021
Project Number: 2t-3002
u
u
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tr
tr
tr
tr
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tr
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Bond No. 9214477
KENT
PAYMENT AND PERFORMANCE BOND
TO CITY OF KENT
W^atsatso!*{
KNOW ALL MEN BYTHESE PRESENTS:
That we, the undersigned,Northwest Cascade, lnc.
as Principa!, and Fidelity and Deposit 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 CIry OF KENT in the penal sum of
$914,286.27 together with any adjustments, up or down, in the total contract
price because of changes in the contract work, for the payment of which sum on
demand we bind ourselves and our successors, heirs, administrators or personal
representatives, as the case may be.
This obligation is entered into in pursuance of the statutes of the State of
Washington, and the Codes and Ordinances of the CITY OF KENT.
Nevertheless, the conditions of the above obligation are such that:
WHEREAS, under and pursuant to a motion, duly made, seconded and passed
by the City Council of the City of Kent, King County, Washington, the Mayor of the
City of Kent has let or is about to let to the above bounden Principal, a certain
contract, the said contract providing for construction of 2O21 Watermain
Replacement/Project Number: 21-3OO2 (which contract is referred to herein and
is made a part hereof as though attached hereto), and
WHEREAS, the Principal has accepted, or is about to accept, the contract, and
undertake to perform the work therein provided for in the manner and within the time
set forth:
NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully
pefform all the provisions of said contract in the manner and within the time herein
set forth, or within such extensions of time as may be granted under the said
contract, and shall pay all laborers, mechanics, subcontractors and material men, and
all persons who shall supply the Principal or subcontractors with provisions and
supplies for the carrying on of said work and shall indemnify and hold the CITY OF
KENT harmless from any damage or expense by reason of failure of performance as
specified in said contract or from defects appearing or developing in the material or
workmanship provided or performed under said contract, then and in that event this
obligation shall be void; but otherwise it shall be and remain in full force and effect.
IN WITNESS WHEREOF, the above bounden parties have executed this
instrument under their separate seals. The name and corporate seal (if required by
law) of each corporate party is hereto affixed and duly signed by its undersigned
representatives pursuant to authority of its governing body.
202 1 Watermain Improvements/Almaroof
Project Number: 27-3OOz
37 April 5, 2021
TWO WITNESSES
Tt
flnNt'nt.lst CuscndP,Wc
0Jnarto+{c w*tel
PRINCIPAL 's na above)
BY
TITLE
DATE: 5t7t2021
CORPORATE SEAL:
Fidelity and Deposit Company of Maryland
DATE .5t7t2021
PRINT NAME
DATE: st7t2021
SURETY
CORPOMTE SEAL:
DATE:snt2021
TITLEI Attomey-in-Fact
ADDRESS:800 Fifih Avenue, Suite 3800
Seattle, WA 98104
CERTXFICATE AS TO CORPORATE SEAL
I hereby certify that I am the (Assistant) Secretary of the Corporation named as
Principal in the within Bond; that
Who signed the said bond on behalf of the Principal
of the said Corporationl that I know his signature thereto is genuine, and that said
Bond was duly signed, sealed, and attested for and in behalf of said Corporation by
authority of its governing body.
SECRETARY OR ASSISTANT SECRETARY
2021 Watermain Improvements/Almaroof
Project Number: 2l-3O02
BY
38 April 5, 2021
Z(ruCH AMERICAN INSTJRANCE COMPAIYY
COLONIAL AMERICAI{ CASUALTY AI\D SI]RETYCOMPAIIY
F'IDELITY ATID DEPOSIT COMPAI\IY OFMARYLAND' POWEROF'ATTORNEY
KNOW ALL MEN By TIIESE PRESENTS: That the ZtruCH AMERICAN INSURANCE COMPAf.IY, a corporation of the State of
New york, the COLONIAL AMERICAN CASUALTY AND SUREry 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 revine side hereof and-are hereby certifred to te in full force and effect on the date hereof, do hereby nominate, constitute' and
appoint Karharine J. SNIDER, faren C. SWANSON, Erica E. MOSLEY,IIoIIi ALBERS, Jamie L. MARQUES, Carley ESPIRITU'
ihristopher KI1YYON, Brent E. HEILESEN, Annelies M. RICI{IE, Kyle Joseph HOWAT' Heather L. ALLEN' of Tacoma,
Washin-gton, EACH, its ftue and lawful agent and Attomey-in-Fact, to make, execute, seal and deliver, for, and on
its behalT 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 uird purpot.r, ur if they had been dnly executed and acknowledged by the regularly elected officers of
the ZURICH aNABnr-CAN INSURANCE COMPANY at itJ office in New Yorl New York., the regularly elected officers of
the COLONIAL AMERICAN CASUALTY AND SURETY COMPAI{Y at its office tu Owings Mills, Mmyland., and
the regularly elected offrcers of ttre FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings
Mills, Maryland., in their own proper persons.
The said Vice president does hereby certiff that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of the
By-Laws of said Companies and is now inforce.
IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said
ZTJRICH ,AMERICAN INST]RANCE COMPAIYY, COLOMAL AMERICAN CASUALTY AI\D ST]RETY COMPAIVY' ANd
FIDELITY AftD DEPOSIT COMPANY OF MARYLAND, this llth day of November, A.D. 2020.
ATTEST:
ZT]RICH AMERICAN INSURANCE COMPAhIY
COLONIAL AMERICAI\I CASUALTY AI\D SURETY COMPAI{Y
FIDELITY AI\D DEPOSIT COMPAI{Y OF MARYLAI{D
By: Robert D. Murray
Vice President
,.fi.,)o, *,, A'Llr*to - --
By: Dawn E. Brown
Secretary
State of Maryland
County of Baltimore
On t6s l1th day of November, A.D. 2020, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and
qualified, Robert D. Murrny, Vice president nnd Dawn E. Brown, Secretary of the Companies, to me personally known t9 be the individuals and
officers described in and who executed the preceding instrument, and acknowledged the execution ofsame, and being by me duly swom, deposeth and
saith, that he/she is the said officer of ttre Clmpany-aforesaid, and that the seals aflixed to the preceding instrument 8re the Corporate Seals of said
Co*p*i"r, and that the said Corporate Seals antl thi signature as such o{ficer were duly affixed and subscribed to the said instrument by the authority and
direction of the said Corporations.
IN TESTMONY WHEREOF, I have hereunto set my hand and affned my Official Seal the day and year first above written'
rry..\ah4,4r_ A,b.*vJ
Constance A. Dunn, NotaryPublic
My Commission Expires: July 9,2023
SEAL SEALSEAL
EXTRACT FROM BY.LAWS OF THECOMPANIES
,,Article v, Section g, Attomeys-in-Fact. The chief Executive officer, the President, or any Executive vice President or vice President
may, by written grstru*.iiliafr-*r. ?"sted corporate seal, appoint -attomeys-in-fact with authority to execute bonds, policies'
recognizances, stipulations, undertakings, or other like instrumeni* ott t"tt*f of the Company, and nray authorize any officer or any such
attomey-in-fact to affix the corporate seal thereto, and may with or without cause modiff oirevoke any such appointrnent or authority at any
ti{re'u .ERTIFI.ATE
I, the undersigned, vice president of the ZURICH AMERICAN INSTTRANCE COMPAI'IY, the coLoNIAL AMERICAN
CASUALTY AND SURETY COMPANY, ANd thc FIDELITY AND DEPOSTT COMPA}ry OF MARYI-AND' dO hCTCbY CCTIiSI thAt
the foregoing power of Attomey is still in firll force and effect on the date of this certificate; and I do further certify that Article v, section 8'
ofthe By- Laws of the Companies is still inforce-
This power of Attomey and certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors ofthe ZURICH AMERICAN INSITRANCE CoMPAlry at a meeting duly called and held on the l5th day of December 1998'
RESOLYED: ,,That the signature of the president or a vice President and the attesting signature of a secretary or an Assistaat secretary
and the Seal of the company r*t o" affixed by facsimile on any Power of Attomey...Any such Power or any certificate thereof bearing such
facsimile signature and seal shall be valid and binding on theCompany'"
This power of Attomey and certificate may be signed by facsimile under and by authority of the following resolution of the Roard 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
meeting 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 mechauically reproduced signature of
any vice-president, secretary, or Assistant Secretary of th. co*puoy, whether made heretofore or hereafter' wherever appearing upon a
certified copy of any power of attorney iszued by the company, slatt ue valid and binding upon the conpany with the same force and effecf
as though manually affixed.
myname and affixed the corporate seals ofthe said Companies'
- fina'n1N#t**
Brian M. Hodges
Vice President
TO REPORT A CLAIM WITII REGARD TO A SURETY BOND, PLEASE SUBMIT A COMPLETEDESCRIPTION
oF.Tm CLAIM INCLUDING Tnn PRINCIPAL ON TIIE BOFID, TIIE BOND NUMBER, A}[D YOURCONTACT
INT'ORMATIONTO:
Zwich SuretyClaims
1299 ZtxichWay
Schaumburg, IL 601 96-1 056
www. reportsfclaims @zurichna- com
800-626-4577
I
b
6
By:
SEALSEAL'N$EAL
CONTRACT
THIS AGREEMENT, is entered to KENT, a Washinqton
,WtLmunicipal corporation ("City"), and
orqanized under the laws of the State of
bu-siness at lDql) dilAt/t frfrJ4MnM,llnt e.
located and doing
("Contractor").
?u^,p))^^rp, td& Qterq u-
WITN ESS:
In consideration of the terms and conditions contained in this Agreement and in
the project documents, plans, and specifications all of which are a part of this
Agreement, the parties agree as follows:
The Contractor shall do all work and furnish all tools, materials, and equipment
for: 2O2L Watermain Replacement/Project Number: 21-3OO2 in
accordance with and as described in the Contract and shall perform any
alterations in or additions to the work provided under the Contract and every
part thereof, The Contract shall include all project specifications, provisions, and
plans; the City's general and special conditions; the 2020 Standard
Specifications for Road, Bridge, and Municipal Construction, as prepared by the
Washington State Department of Transportation and the Washington State
Chapter of the American Public Works Association, including all published
amendments issued by those organizations, if applicable ("Standard
Specifications"); the City's bid documents; and the Contractor's response to the
City's bid. The Contractor is responsible to obtain copies of the 2020 WSDOT
Standard Specifications including the latest amendments issued by WSDOT as
of the date of bid opening. Unless otherwise directed by the City, work shall
start within ten (10) days afterthe City issues its Notice to Proceed and work
shall be physically completed within sixty (6O) 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 $9t4,286.27.
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 Watermain Improvements/Almaroof
Project Number: 2I-3OO2
F
1
2
3
39 April20, 202I
4
5
7
B
6
It is further provided that no liability shall attach to the City by reason of
entering into this contract, except as expressly provided herein.
Contractor shall defend, indemnify, and hold the City, its officers, officials,
employees, agents, volunteers and assigns harmless from any and all claims,
injuries, damages, losses or suits, including all legal costs and attorney fees,
arising out of or in connection with the performance of this contract, except for
injuries and damages caused by the sole negligence of the City,
The City's inspection or acceptance of any of Contractor's work when completed
shall not be grounds to avoid any of these covenants of indemnification'
Should a court of competent jurisdiction determine that this contract is subject
to RCW 4.24.115, then, in the event of liability for damages arising out of bodily
injury to persons or damages to property caused by or resulting from the
concurrent negligence of the Contractor and the City, its officers, officials,
employees, agents and volunteers, the Contractor's liability hereunder shall be
only to the extent of the Contractor's negligence.
IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE
INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S
WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW,
SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES
FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS
WAIVER,
The provisions of this section shall survive the expiration or termination of this
contract.
Contractor agrees, upon the City's written demand, to make all books and
records available to the City for inspection, review, photocopying, and audit in
the event of a contract related dispute, claim, modification, or other contract
related action at reasonable times (not to exceed three (3) business days) and
at places designated by the CitY.
The Contractor shall procure and maintain, during the term of construction and
throughout the specified term of maintenance, insurance of the types and in the
amounts described in Exhibit A attached and incorporated by this reference'
Contractor is responsible for locating any underground utilities affected by the
work and is deemed to be an excavatorfor purposes of RCW Ch. 19.L22, as
amended. Contractor shall be responsible for compliance with RCW Ch. L9'I22,
including utilization of the "one call" locator service before commencing any
excavation activities.
2021 Watermain Improvements/Almaroof
Project Number: 2t-3002
40 April 5, 2021
CITY OF KENT
BY
DANA RALPH, MAYOR
DATE
ATTEST:
KIMBERLEY A. KOMOTO, CITY CLERK
APPROVED AS TO FORM:
KENT LAW DEPARTMENT
CONTRACTOR
BY
PRINT NAM
V
E:
.p DETITLE:
DATE:
202 1 Watermain Improvements/Almaroof
Project Number: 2L-3002
47 April 5,202L
05/17/2021
EXHIBIT A
rNsuR/INCE REQUTREMENTS FOR
CONSTRUCTION PROJECTS
Insurance
The Contractor shall procure and maintain for the duration of the Agreement,
insurance against claims for injuries to persons or damage to property which may
arise from or in connection with the performance of the work hereunder by the
Contractor, their agents, representatives, employees or subcontractors,
A. $S$sT[$x]$$]t $cwpe cS Xx"xsssra$'Bce
Contractor shall obtain insurance of the types described below:
1. Commercial General Liability insurance shall be written on ISO
occurrence form CG 00 01 or its equivalent, with minimum limits of
$3,000,000 per occurrence and in the aggregate for each 1 year policy
period. This coverage may be any combination of primary, umbrella or
excess liability coverage affording total liability limits of not less than
$3,000,000 per occurrence and in the aggregate. Products and Completed
Operations coverage shall be provided for a period of 3 years following
Substantial Completion of the work, The Commercial General Liability
insurance shall be endorsed to provide the Aggregate per Project
Endorsement ISO form CG 25 03 11 85. The City shall be named as an
Additional Insured under the Contactor's Commercial General
Liability insurance policy with respect to the work performed for the
City. All endorsements adding Additional Insureds shall be issued on
form CG 20 10 11 85 or a form deemed equivalent, providing the
Additional Insureds with all policies and endorsements set forth in
this section.
2. Automobile Liability insurance covering all owned, non-owned, hired and
leased vehicles. Coverage shall be written on Insurance Services Office
(ISO) form CA 00 01 or a substitute form providing equivalent liability
coverage, If necessary, the policy shall be endorsed to provide contractual
liability coverage,
3. Workers'Comoensation coverage as required by the Industrial Insurance
laws of the State of Washington.
S, $4inBxmuvn *\xtrsuxtts o$ Xnsurarxce
Contractor shall maintain the following insurance limits:
1. Commercial General Liabilitv insurance shall be written with minimum
limits of $3,000,000 per occurrence and in the aggregate for each 1 year
policy period. This coverage may be any combination of primary, umbrella or
excess liability coverage affording total liability limits of not less than
$3,000,000 per occurrence and in the aggregate. Products and Completed
Operations coverage shall be provided for a period of 3 years following
Substantial Completion of the work.
2021 Watermain Improvements/Almaroof
Project Number: 21-3002
42 April 5,202L
EXHIBIT A (Continued)
2. Automobile Liabilitv insurance with a minimum combined single limit for
bodily injury and property damage of $1,000,000 per accident.
e, Sthen Smsurarxee FrswEs!€ls'$s
The insurance policies are to contain, or be endorsed to contain, the following
provisions for Automobile Liability and Commercial General Liability:
1. The Contractor's insurance coverage shall be primary insurance as respect
the City. Any insurance, self-insurance/ or insurance pool coverage
maintained by the City shall be excess of the Contractor's insurance and
shall not contribute with it.
2. The Contractor's insurance shall be endorsed to state that coverage shall not
be cancelled by either party, except after thirty (30) days prior written
notice by certified mail, return receipt requested, has been given to the City.
3. The City of Kent shall be named as an additional insured on all policies
(except Professional Liability) as respects work performed by or on behalf of
the contractor and a copy of the endorsement naming the City as additional
insured shall be attached to the Certificate of Insurance. The City reserves
the right to receive a certified copy of all required insurance policies. The
Contractor's Commercial General Liability insurance shall also contain a
clause stating that coverage shall apply separately to each insured against
whom claim is made or suit is brought, except with respects to the limits of
the insurer's liability.
$3. Cox"rtrectorns Xnsq*!'&slce fqr St$rer 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.
s Wafwer sf Suhrogat$om
The Contractor and the City waive all rights against each other any of their
Subcontractors, Sub-subcontractors, agents and employees, each of the other, for
damages caused by fire or other perils to the extend covered by Builders Risk
insurance or other property insurance obtained pursuant to the Insurance
Requirements Section of this Contract or other property insurance applicable to the
work. The policies shall provide such waivers by endorsement or otherwise,
2021 Watermain Improvements/Almaroof
Project Number: 2I-3002
43 April 5, 2021
EXHIBIT A (Continued)
F" Acceptabi8itty of Xnsurers
Insurance is to be placed with insurers with a current A.M. Best rating of not less than
A:VII,
S, \fex"iflcatlost of Coverage
Contractor shall furnish the City with original certificates and a copy of the
amendatory endorsements, including but not necessarily limited to the additional
insured endorsement, evidencing the Automobile Liability and Commercial General
Liability insurance of the Contractor before commencement of the work.
*.1, $snhcomtnactons
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 Watermain Improvements/Almaroof
Project Number: 2t-3002
44 April 5,202L
Client#: 12831 NORTCASCl
ACORD," CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD'YYYY)
5t06t2021
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFOROED 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.
-nllpontAtt:
lf the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
lf SUBROGATION lS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement' A statement on
this certificate does not confer any rights to the cerlificate holder in lieu of such endorsement(s).
PRODUCER
Propel lnsurance
Tacoma Commercial lnsurance
1201 Pacific Ave, Suite 1000
Tacoma, WA 98402
Mossuto
lji8.nf". .,u, goo 499-0933 H n"', 866 577-1326
Gasondra.Moss rance,Gom
INSURER(S} AFFORDING COVERAGE NAIC #
tNsuRER A: Zurich American lnsurance Company 16535
INSURED
Northwest Cascade lnc.
dba Honey Buckets & North Bay Portables
PO Box 73399
Puyallup, WA 98373
tNsuRER B; Navigators lnsurance Company 42307
TNSURER c; Axls Surplus lnsurance Gompany 26620
INSURER D :
INSURER E:
INSIIPFP F !
COVERAGES CERTIFICATE NUMBER:REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSUMNCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FORTHE POLICYPERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTMCT 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.
TYPE OF INSURANCE rNsR WVD POLICY NUMBER
POLICY EFFIMM'DD'YYYYI LIMITS
A COMMERCIAL GENERAL LIABILITY
CLAIMS-IVADE OCCUR
x PD Ded: $5,000
GEN'L AGGREGATE LIMIT APPLIES PER:
POLICY
PRO-
JECT LOC
x
x
GLAo13642406 10t01t2020 10t01t2021 EACH OCCURRENCE $ 1.000.000
DAMAGE TO RENTEDPRFMISFS lFa 6.r"rrenml $300.000
MED EXP (Anv one DeEon)s10.000
PERSONAL & ADV INJURY s 1.000.000
GENERAL AGGREGATE s2.000.000
PRODUCTS - COMP/OP AGG s2.000.000
$
A AUTOMOBILE LIABILITY
X ANYAUTO
OWNED
AUTOS ONLY
HIRED
AUTOS ONLY
SCHEDULED
AUTOS
NON-OWNED
AUTOS ONLYxx
GLAo13642406 10t01t2020 10t01t2021 q1.000.000
BODILY INJURY (Per person)$
BODILY INJURY (Per a@ident)$
$
$
B UMERELLA LIAB
EXCESS LIAA
x OCCUR
CLAIMS-MADE
sE20EXCZo346ErC 10t01t2020 101011202'l EACH OCCURRENCE $5.000.000
x AGGREGATE $5.000.000
T}FI)$
A WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY N
ANY PROPRIETOR/PARTNERYEXECUTIVE
OFFICERYMEMBER EXCLUDED?
(Mandatory ln NH)
lf yes, describe under
DESCRIPTION OF OPERATIONS below
N/A
wco13642506
lncludes Stop Gap
lncludes USL&H
10t01t2020 1u0',112021 x PERqTATI ITF
ITH.p
E.L. EACH ACCIDENT s1.000.000
E.L. DISEASE - EA EMPLOYEE s1.000.000
E.L. DISEASE - POLICY LIMIT s1.000.000
c
A
A
Polluition
Leased Equipment
lnstal Floater
cP002899042020
cPPo13642706
cPPo13642706
10t01t2020
10t01t2020
10t01t202
10t01t2021
10t01t2021
10to1t2021
$1M Occ./A99. $25k Ded.
$450k / $5k Ded.
S100k / $25K / $5k Ded.
DESCRTPTTON OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedulo, may be attachsd lf more space is requlred)
RE: Project Number: 21-3002 I 2021 Watermain Replacement.
Additional lnsured Status applies per attached form(s).
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS,
€:J-,- A. Y[*...{,-S-
AUTHORIZED REPRESENTATIVE
City of Kent
400 West Gowe
Kent, WA 98032
@ 1988-2015 ACORD CORPORATION. All rights reserved,
ACORD 25 (2016/03) 1 ol 1 The ACORD name and logo are registered marks of ACORO#s4610601/M4349990 KTR00
This page has been left blank intentionally.
a--
ZURICHAdditional Insured - Automatic - Ownerso Lessees Or
Contractors
Policy No Eff. Date of Pol.Exp. Date of Pol.Eff. Date of End.Producer No.Add'|. Prem Return Prem
3LA-o1 36424-06 10t01t2020 10t01t2021
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
Named lnsured:
Address (including ZIP Code)
This endorsement modifies insurance provided under the
Gommercial General Liability Goverage Part
A. Section ll - Who ls An lnsured is amended to include as an additional insured any person or organization whom you
are required to add as an additional insured on this policy under a written contract or written agreement. Such person
or organization is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal
and advertising injury" caused, in whole or in part, by:
1. Your acts or omissions; or
2. The acts or omissions of those acting on your behalf,
in the performance of your ongoing operations or "your work" as included in the "products-completed operations
hazard" , which is the subject of the written contract or written agreement.
However, the insurance afforded to such additional insured:
1. Only applies to the extent permitted by law; and
2. Will not be broader than that which you are required by the written contract or written agreement to provide for
such additional insured.
B. With respect to the insurance afforded to these additional insureds, the following additional exclusion applies:
This insurance does not apply to:
"Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or failure to
render, any professional architectural, engineering or surveying services including:
a. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys,
field orders, change orders or drawings and specifications; or
b. Supervisory, inspection, architectural or engineering activities.
This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the
supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the
"bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the
rendering of or the failure to render any professional architectural, engineering or surveying services.
u-GL-1 175-F CW (04/13)
Page 1 ot 2
lncludes copyrighted material of lnsurance Services Office, lnc., with its permission.
C. The following is added to Paragraph 2. Duties ln The Event Of Occurrence, Offense, Claim Or Suit of Section lV -
Commercial General Liability Conditions:
The additional insured must see to it that:
1, We are notified as soon as practicable of an "occurrence" or offense that may result in a claim;
2. We receive written notice of a claim or "suit" as soon as practicable; and
3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by
another insurer under which the additional insured may be an insured in any capacity. This provision does not
apply to insurance on which the additional insured is a Named lnsured if the written contract or written agreement
requires that this coverage be primary and non-contributory.
D. For the purposes of the coverage provided by this endorsement:
1. The following is added to the Other lnsurance Condition of Section lV - Commercial General Liability
Conditions:
Primary and Noncontributory insurance
This insurance is primary to and will not seek contribution from any other insurance available to an additional
insured provided that;
a. The additional insured is a Named lnsured under such other insurance; and
b. you are required by written contract or written agreement that this insurance be primary and not seek
contribution from any other insurance available to the additional insured.
2. The following paragraph is added to Paragraph 4.b. of the Other lnsurance Condition of Section lV - Commercial
General Liability Conditions:
This insurance is excess over:
Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional
insured, in which the additional insuied on our policy is also covered as an additional insured on another policy
providing coverage for the same "occurrence", offense, claim or "suit". This provision does not apply to any policy
in wfrich the add-itional insured is a Named lnsured on such other policy and where our policy is required by a
written contract or written agreement to provide coverage to the additional insured on a primary and non-
contributory basis.
E. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement
showing the additional insured'in a Schedule of additional insureds, and which endorsement applies specifically to
that identified additional insured.
F. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to
Section lll - Limits Of lnsurance:
The most we will pay on behalf of the additional insured is the amount of insurance:
1. Required by the written contract or written agreement referenced in Paragraph A. of this endorsement; or
2. Available under the applicable Limits of lnsurance shown in the Declarations,
whichever is less.
This endorsement shall not increase the applicable Limits of lnsurance shown in the Declarations'
All other terms and conditions of this policy remain unchanged
u-GL-1175-F CW (04/13)
Page 2 ot 2
lncludes copyrighted material of lnsurance services office, lnc., with its permission.
@
Waiver Of Subrogation (Blanket) Endorsement ZURICH
TIIIS ENDORSEMENT CHAI\GES THE POLICY. PLEASE READ IT CAREF'ULLY.
This endorsement modifies insurance provided under the:
Commercial General Liability Coverage Part
The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition:
Ifyou are required by a written contract or agreement, which is executed before a loss, to waive your rights ofrecovery from oth-
ers, we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other
operations in which the insured has no contractual interest.
U-GL-925-B CW (12101)
Page I of I
Policy No.Eff. Date of Pol.Exp. Date of Pol.Eff. Date ofEnd.Producer Add'I. Prem Retum Prem.
Gt-A-0136424-06 10/01/2020 t0t0t/202t $$
POLICY NUMBER: GLA-01 36424-06 COMMERCIAL GENERAL LIABILITY
cG 25 03 05 09
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
DESIGNATED CONSTRUCTION PROJ ECT(S)
GENERAL AGGREGATE LIMIT
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Designated Gonstruction Project(s):
ANY CONSTRUCTION PROJECT EXCEPT A CONSTRUCTION PROJECT FOR WHICH A
coNSoLtDATED (WRAp-Up)OR STMTLAR TNSURANCE PROGRAM HAS BEEN PROVIDED.
lnformation required to complete this Schedule,if not shown above, will be 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 | - 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 Gonstruction 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 G 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 G 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
shall they 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
General Aggregate Limit shown in the Decla-
rations, such limits will be subject to the appli-
cable Designated Construction Project Gen-
eralAggregate Limit.
@ lnsurance Services Office, lnc., 2008 Page 1 of 2.
Wolters Kluwer Financial Services I Uniform Forms'"
cG 25 03 05 09
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 C, which cannot be at-
tributed only to ongoing operations at a single
designated construction p@ect shown in the
Schedule above:
1. Any payments made under Coverage A for
damages or under Coverage G 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.
G. When coverage for liability arising out of the
"products-completed operations hazard" is pro-
vided, 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.
Page 2 oI 2 @ lnsurance Services Office, lnc., 2008 cG 25 03 05 09
6)'-
ZURICHContractors Liabitity Supplemental Coverages And
Conditions
Policy No.Eff. Date of Pol.Exp. Date of Pol.Eff. Date of End.Producer No.Add'|. Prem Return Prem
GLA-0136424-06 1010112020 10t01t2021
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
This endorsement modifies insurance provided under the:
Gommercial General Liability Coverage Part
NON.OWNED WATERCRAFT SCH EDULE
Watercraft Length: _ feet
(lf no amount is shown above, 51 feet applies.)
A. Non-owned Watercraft Liability Extended Goverage
Paragraph (2) of Exclusion 2.g. Aircraft, Auto Or Watercraft under Section I - Goverage A - Bodily lnjury And
Property Damage Liability is replaced by the following:
(2) A watercraft you do not own that is:
(a) Less than the length shown in the Non-Owned Watercraft Schedule of this endorsement; and
(b) Not being used to carry persons or property for a charge;
B. Damage To Premises Rented Or Occupied By You
1. The last paragraph under Paragraph 2. Exclusions of Section I - Goverage A - Bodily lnjury And Property
Damage Liability is replaced by the following:
Exclusions c. through n. do not apply to damage by "specific perils" to premises while rented to you or temporarily
occupied by you with permission of the owner. A separate Damage to Premises Rented To You Limit of
lnsurance applies to this coverage as described in Section lll - Limits Of lnsurance.
2. The paragraph directly following Paragraph (6) in Exclusion j. of Section I - Goverage A - Bodily Injury And
Property Damage Liability is replaced by the following:
Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" to premises (other than damage
by "specific perils"), including "property damage" to the contents of such premises, rented to you under a rental
agreement for a period of 14 or fewer consecutive days. A separate Limit of lnsurance applies to Damage to
Premises Rented to You as described in Section lll - Limits Of lnsurance.
3. Paragraph 6. of Section lll - Limits Of Insurance is replaced by the following:
6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under
Coverage A for damages because of "property damage" to any one premises while rented to you, or in the
case of damage by one or more "specific perils" to any one premises, while rented to you or temporarily
occupied by you with permission of the owner.
4. Paragraph a. of the "insured contract" definition under the Definitions Section is replaced by the following:
u-GL-1060-E CW (04/13)
Page 1 of6
lncludes copyrighted material of lnsurance Services Office, lnc., with its permission.
a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that
indemnifies any person or organization for damage by "specific perils" to premises while rented to you or
temporarily occupied by you with permission of the owner is not an "insured contract";
5. Paragraph (ii) under Paragraph 4.b.(1) of the Other lnsurance Condition under Section lV - Gommercial
General Liability Gonditions is replaced by the following:
(ii) That is property insurance providing coverage for "specific perils" for premises rented to you or temporarily
occupied by you with permission of the owner;
6. The following definitions are added to the Definitions Section:
"specific perils" means fire, lightning, explosion, windstorm or hail, smoke, aircraft or vehicles, riot or civil
commotion, vandalism, leakage from fire extinguishing equipment, weight of snow, ice or sleet or "water damage".
"Water damage" means accidental discharge or leakage of water or steam as the direct result of the breaking or
cracking of any part of a system or appliance containing water or steam.
G. Additional lnsured - Lessor Of Leased Equipment - Automatic Status When Required In Lease Agreement
With You
1. Section ll - Who ls An lnsured is amended to include as an additional insured any person(s) or organization(s)
from whom you lease equipment when you and such person(s) or organization(s) have agreed in a written
contract or written agreement that such person(s) or organization(s) be added as an additional insured on your
policy. Such person(s) or organization(s) is an additional insured only with respect to liability for "bodily injury",
"property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance,
operation or use of equipment leased to you by such person(s) or organization(s).
However, the insurance afforded to such additional insured:
a. Only applies to the extent permitted by law; and
b. Will not be broader than that which you are required by the contract or agreement to provide for such
additional insured.
A person's or organization's status as an additional insured under this endorsement ends when their contract or
agreement with you for such leased equipment ends.
2. With respect to the insurance afforded to these additional insureds, this insurance does not apply to any
"occurrence" which takes place after the equipment lease expires.
3. With respect to the insurance afforded to these additional insureds, the following is added to Section lll- Limits
of lnsurance:
The most we will pay on behalf of the additional insured is the amount of insurance:
a. Required by the written contract or written agreement you have entered into with the additional insured; or
b. Available under the applicable Limits of lnsurance shown in the Declarations;
whichever is less.
The insurance provided by this Paragraph C. shall not increase the applicable Limits of lnsurance shown in the
Declarations.
D. Additional lnsured - Managers Or Lessors Of Premises
1. Section ll - Who ls An Insured is amended to include as an additional insured any person(s) or organization(s)
that you have agreed in a written contract or written agreement to name as an additional insured, but only with
respect to liability arising out of the ownership, maintenance or use of that part of premises leased to you and
subject to the following additional exclusions:
This insurance does not apply to:
a. Any "occurrence" which takes place after you cease to be a tenant in that premises.
b. Structural alterations, new construction or demolition operations performed by or on behalf of the additional
insured manager or lessor of the premises leased to you.
However, the insurance afforded to such additional insured:
a. Only applies to the extent permitted by law; and
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b. Will not be broader than that which you are required by the contract or agreement to provide for such
additional insured.
2. With respect to the insurance afforded to these additional insureds, the following is added to Section lll - Limits
of Insurance:
The most we will pay on behalf of the additional insured is the amount of insurance:
a. Required by the written contract or written agreement you have entered into with the additional insured; or
b. Available under the applicable Limits of lnsurance shown in the Declarations;
whichever is less.
The insurance provided by this Paragraph D. shall not increase the applicable Limits of lnsurance shown in the
Declarations.
E. Additional Insured - State Or Governmental Agency Or subdivision Or Political Subdivision - Permits Or
Authorizations
1. Section ll - Who ls An lnsured is amended to include as an additional insured any state or governmental agency
or subdivision or political subdivision that you have agreed in a written contract or written agreement or that you
are required by statute, ordinance or regulation to name as an additional insured, subject to the following
provisions:
a. This insurance applies only with respect to operations performed by you or on your behalf for which the state
or governmental agency or subdivision or political subdivision has issued a permit or authorization.
b. This insurance does not aPPIY to:
(1) "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed
for the federal government, state or municipality; or
(2) "Bodily injury" or "property damage included within the "products-completed operations hazard".
However, the insurance afforded to such additional insured:
a. Only applies to the extent permitted by law; and
b. Will not be broader than that which you are required by the contract or agreement to provide for such
additional insured.
2. With respect to the insurance afforded to these additional insureds, the following is added to Section lll - Limits
of lnsurance:
The most we will pay on behalf of the additional insured is the amount of insurance:
a. Required by the written contract or written agreement you have entered into with the additional insured; or
b. Available under the applicable Limits of lnsurance shown in the Declarations;
whichever is less.
The insurance provided by this Paragraph E. shall not increase the applicable Limits of lnsurance shown in the
Declarations.
F. Personal And Advertising lnjury Coverage - Assumed Under Contract Or Agreement
1. Exclusion e. of Section | - Coverage B - Personal And Advertising lnjury Liability is replaced by the following:
2. Exclusions
This insurance does not aPPly to:
e. ContractualLiabilitY
"Personal and advertising injury" for which the insured has assumed liability in a contract or agreement.
This exclusion does not aPPIY to:
(1) Liability for damages that the insured would have in the absence of the contract or agreement; or
(2) Liability for "personal and advertising injury" if:
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(a) The liability pertains to your business and is assumed in a contract or agreement that is an
"insured contract"; and
(b) The "personal and advertising injury" occurs subsequent to the execution of the contract or
agreement.
Solely for the purposes of liability so assumed in such "insured contract", reasonable attorney fees
and necessary litigation expenses incurred by or for a party other than an insured are deemed to be
damages because of "personal and advertising injury", provided:
(i) Liability to such party for, or for the cost of, that party's defense has also been assumed in
the same contract or agreement; and
(ii) Such attorney fees and litigation expenses are for defense of that party against a civil or
alternative dispute resolution proceeding in which damages to which this insurance applies
are alleged.
2. For purposes of this "personal and advertising injury" coverage only:
Paragraph d. and the second to last paragraph under Paragraph 2. of Supplementary Payments - Goverages
A and B are replaced by the following:
d. The allegations in the "suit" and the information we know about the "occurrence" or offense are such that no
conflict appears to exist between the interests of the insured and the interest of the indemnitee;
So long as the above conditions are met, attorneys' fees incurred by us in the defense of that indemnitee,
necessary litigation expenses incurred by us and necessary litigation expenses incurred by the indemnitee at
our request witt Ue paid as Supplementary Payments. Such payments will not be deemed to be damages for
"bodily injury", "property damage" or "personal and advertising injury" and will not reduce the limits of
insurance.
G. lnsured Contract Amendment
Paragraph f. and f.(1) through f.(3) of the "insured contract" definition under the Definitions Section is replaced by
the following:
f. That part of any other contract or agreement pertaining to your business (including an indemnification of a
municipality in connection with work performed for a municipality) under which you assume the tort liability of
another to pay for "bodily injury", "property damage" or "personal and advertising injury" to a third person or
organization. Tort liability means a liability that would be imposed by law in the absence of any contract or
agreement.
Paragraph f. does not include that part of any contract or agreement:
(1) That indemnifies a railroad for "bodily injury", "property damage" or "personal and advertising injury" arising
out of construction or demolition operations within 50 feet of any railroad property and affecting any railroad
bridge or trestle, tracks, road-beds, tunnel, underpass or crossing;
(2) That indemnifies an architect, engineer or surveyor for injury or damage arising out of:
(a) Preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys,
field orders, change orders or drawings and specifications; or
(b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or
damage;
(3) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage
arising out of the insured's rendering or failure to render professional services, including those listed in (2)
above and supervisory, inspection, architectural or engineering activities;
(4) That indemnifies a person or organization for "personal and advertising injury":
(a) Arising out of advertising, publishing, broadcasting or telecasting done for you or on your behalf; or
(b) To an "employee" of such person or organization that does advertising, publishing, broadcasting or
telecasting for you or on your behalf; or
(5) That indemnifies a labor leasing firm for "bodily injury" to "leased workers".
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H. Medical Payments - Increased Reporting Period
Paragraph a. of Section | - Coverage G - Medical Payments is replaced by the following:
a. We will pay medical expenses as described below for "bodily injury" caused by an accident:
(1) On premises you own or rent;
(2) On ways next to premises you own or rent; or
(3) Because of your operations;
provided that:
(a) The accident takes place in the "coverage territory" and during the policy period;
(b) The expenses are incurred and reported to us within three years of the date of the accident; and
(c) The injured person submits to examination, at our expense, by physicians of our choice as often as we
reasonably require.
l. Broad Bail Bond Goverage
Paragraph 1.b. under Supplementary Payments - Coverages A And B is replaced by the following:
b. The cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle
to which the Bodily lnjury Liability Coverage applies. We do not have to furnish these bonds.
J. Amendment - Duties ln The Event of Occurrence, Offense, Glaim or Suit
The following paragraphs are added to Paragraph 2. Duties ln The Event Of Occurrence, Offense, Claim Or Suit
of Section lV - Gommercial General Liability Gonditions:
Notice of an "occurrence" or of an offense which may result in a claim under this insurance or notice of a claim or
"suit" shall be given to us as soon as practicable after knowledge of the "occurrence", offense, claim or "suit" has
been reported to your officer, manager, partner or an "employee" authorized by you to give or receive such notice'
Knowledge by "employees" other than your officer, manager, partner or "employee" authorized by you to give or
receive such notice of an "occurrence", offense, claim or "suit" does not imply that you also have such knowledge.
ln the event that an insured reports an "occurrence" to your workers compensation carrier and this "occurrence" later
develops into a General Liability claim, covered by this Coverage Part, the insured's failure to report such
"occurience" to us at the time of the "occurrence" shall not be deemed to be a violation of this Condition. You must,
however, give us notice as soon as practicable after being made aware that the particular claim is a General Liability
rather than a Workers Compensation claim,
K. Unintentional Failure To Disclose Or Describe Hazards
Paragraph 6. Representations of Section lV - Commercial General Liability Gonditions is replaced by the
following:
6. Representations
By accepting this policy, you agree:
a. The statements in the Declarations are accurate and complete;
b. Those statements are based upon representations you made to us; and
c. We have issued this policy in reliance upon your representations'
Coverage will continue to apply if you unintentionally:
(1) Fail to disclose all hazards existing at the inception of this policy; or
(2) Make an error, omission or improper description of premises or other statement of information stated in
this policy.
You must notify us in writing as soon as possible after the discovery of any hazards or any other information that
was not provided to us prior to inception of this Coverage Part.
L. Bodily lnjury Redefined
The "bodily injury" definition under the Definitions Section is replaced by the following:
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"Bodily injury" means bodily injury, sickness or disease sustained by a person, including death resulting frgm any of
these at lny time. This includes mental anguish, mental injury, shock, fright or death resulting from bodily injury,
sickness or disease.
M. Two Or More Of Our Coverage Parts/Policies
The following is added to Section lll - Limits of lnsurance:
1. Subject to Paragraph 2. or 3. above, whichever applies, if this Coverage Part and any other Commercial General
Liability Coverage Part or policy providing Commercial General Liability insurance issued to you by us or any
other Zurich underwriting company affiliated with us apply to the same "occurrence", only the highest available
Each Occurrence Limit under any such Coverage Part or policy applies to such "occurrence".
2. Subject to Paragraph 2. above, if this Coverage Part and any other Coverage Part or policy providing Commercial
General Liability insurance issued to you by us or any other Zurich underwriting company affiliated with us apply
to the same offense, only the highest available Personal And Advertising lnjury Limit under any such Coverage
Part or policy applies to such offense.
3. Under this Coverage Part and all other Zurich underwriting company Coverage Parts or policies to which
Paragraphs 1. and2. above combined apply, the most we will pay for all injury or damage because of "bodily
injuryi' or "property damage" "occurrences", "personal and advertising injury" offenses and medical expenses is:
a. The single highest Coverage Part or policy General Aggregate Limit; or
b. The single highest Coverage Part or policy Products-Completed Operations Aggregate Limit,
whichever applies, whether such "occurrence", offenses or medical expenses are covered by one or more than
one Zurich underwriting company policy.
4. Any existing provisions under Paragraph 4. Other Insurance under Section lV - Commercial General Liability
Gonditions that may be contrary to the provisions of this endorsement are amended to comply with the changes
in coverage as stipulated in Paragraphs 1.,2., and 3. above.
This provision does not apply to any Coverage Part or policy issued by us or any other Zurich underwriting company
affiliated with us specifically to apply as excess insurance over this Coverage Part.
N. YourWork Redefined
Paragraph a.(1) of the "your work" definition under the Definitions Section is replaced by the following:
22. "Your work":
a. Means:
(1) Work or operations performed by you or on your behalf, but does not include work or operations
performed by another entity who joined with you to form a partnership or joint venture not shown as a
Named lnsured in the Declarations, which terminated or ended prior to the effective date of this policy;
and
All other terms and conditions of this policy remain unchanged.
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@
ZURICH
(?
Coverage Bxtension Endorsement
Policy No.Eff. Date of Pol Exp. Date of Pol Eff. Date of End.Producer No.Add'|. Prem Return Prem.
GLA-0136424-06 10t0112020 10t01t2021
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
This endorsement modifies insurance provided under the
Business Auto Goverage Form
Motor Carrier Goverage Form
A. Amended Who ls An Insured
1. The following is added to the Who ls An lnsured Provision in Section ll - Covered Autos Liability Coverage:
The following are also "insureds":
a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts
performed within the scope of employment by you. Any "employee" of yours is also an "insured" while
operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your
permission, while performing duties related to the conduct of your business.
b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own, hire or
borrow to transport your clients or other persons in activities necessary to your business.
c. Anyone else who furnishes an "auto" referenced in Paragraphs A.1.a. and A.1.b. in this endorsement.
d. Where and to the extent permitted by law, any person(s) or organization(s) where required by written contract
or written agreement with you executed prior to any "accident", including those person(s) or organization(s)
directing your work pursuant to such written contract or written agreement with you, provided the "accident"
arises out of operations governed by such contract or agreement and only up to the limits required in the
written contract or written agreement, or the Limits of lnsurance shown in the Declarations, whichever is less.
2. The following is added to the Other lnsurance Condition in the Business Auto Coverage Form and the Other
Insurance - Primary and Excess lnsurance Provisions Gondition in the Motor Carrier Coverage Form:
Coverage for any person(s) or organization(s), where required by written contract or written agreement with you
executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained
by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond
the terms and conditions of the Coverage Form.
B. Amendment - Supplementary Payments
Paragraphs a.(2) and a.(4) of the Goverage Extensions Provision in Section ll - Covered Autos Liability
Goverage are replaced by the following:
(2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an
"accident" we cover. We do not have to furnish these bonds.
(4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a
day because of time off from work.
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C. Fellow Employee Coverage
The Fellow Employee Exclusion contained in Section ll - Covered Autos Liability Goverage does not apply.
D. Driver Safety Program Liability and Physical Damage Goverage
1. The following is added to the Racing Exclusion in Section ll - Govered Autos Liability Goverage:
This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not
limited to, auto or truck rodeos and other auto or truck agility demonstrations.
2. The following is added to Paragraph 2. in the Exclusions of Section lll - Physical Damage Coverage of the
Business Auto Coverage Form and Paragraph 2.b. in the Exclusions of Section lV - Physical Damage
Coverage of the Motor Carrier Coverage Form:
This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not
limited to, auto or truck rodeos and other auto or truck agility demonstrations.
E. Lease or Loan Gap Goverage
The following is added to the Coverage Provision of the Physical Damage Coverage Section:
Lease Or Loan Gap Goverage
ln the event of a total "loss" to a covered "auto", we will pay any unpaid amount due on the lease or loan for a covered
"auto", less:
a. Any amount paid under the Physical Damage Goverage Section of the Coverage Form; and
b. Any:
(1) Overdue lease or loan payments at the time of the "loss";
(2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage;
(3) Security deposits not returned by the lessor;
(4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the
loan or lease; and
(5) Carry-over balances from previous leases or loans.
F. Towing and Labor
Paragraph A,.2. of the Physical Damage Goverage Section is replaced by the following:
We will pay up to $75 for towing and labor costs incurred each time a covered "auto" of the private passenger type is
disabled. However, the labor must be performed at the place of disablement.
G. Extended Glass Coverage
The following is added to Paragraph A.3.a. of the Physical Damage Coverage Section:
lf glass must be replaced, the deductible shown in the Declarations will apply. However, if glass can be repaired and
is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass
repaired rather than replaced.
H. Hired Auto Physical Damage - lncreased Loss of Use Expenses
The Coverage Extension for Loss Of Use Expenses in the Physical Damage Coverage Section is replaced by the
following:
Loss Of Use Expenses
For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for
loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement. We
will pay for loss of use expenses if caused by:
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J
(1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered
"auto"
(2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided
for any covered "auto"; or
(3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto"'
However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of $3000.
Personal Effects Coverage
The following is added to the Goverage Provision of the Physical Damage Coverage Section:
Personal Effects Goverage
a. We will pay up to $750 for "loss" to personal effects which are:
(1) Personal property owned by an "insured"; and
(2) ln or on a covered "auto".
b. Subject to Paragraph a. above, the amount to be paid for "loss" to personal effects will be based on the lesser of:
(1) The reasonable cost to replace; or
(2) The actual cash value.
c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered
"auto". No deductible applies to this coverage. However, we will not pay for "loss" to personal effects of any of
the following:
(1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other
documents of value.
(2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches,
precious or semi-precious stones.
(3) Paintings, statuary and other works of art.
(4) Contraband or property in the course of illegal transportation or trade'
(5) Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment.
Any coverage provided by this Provision is excess over any other insurance coverage available for the same "loss".
Tapes, Records and Discs Goverage
1. The Exclusion in Paragraph B.4.a. of Section lll - Physical Damage Goverage in the Business Auto Coverage
Form and the Exclusion in Paragraph B.2.c. of Section lV - Physical Damage Coverage in the Motor Carrier
Coverage Form does not aPPlY.
2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the
Physical Damage Goverage Section:
We will pay for "loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic
equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices:
(a) Are the property of an "insured"; and
(b) Are in a covered "auto" at the time of "loss".
The most we will pay for such "loss" to tapes, records, discs or other similar devices is $500. The Physical
Damage Goverage Deductible Provision does not apply to such "loss".
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K. Airbag Goverage
The Exclusion in Paragraph B.3.a. of Section lll - Physical Damage Coverage in the Business Auto Coverage Form
and the Exclusion in Paragraph B.4.a. of Section lV - Physical Damage Coverage in the Motor Carrier Coverage
Form does not apply to the accidental discharge of an airbag.
L. Two or More Deductibles
The following is added to the Deductible Provision of the Physical Damage Coverage Section:
lf an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you
by us, the following applies for each covered "auto" on a per vehicle basis:
1. lf the deductible on this policy or Coverage Form is the smaller (or smallest) deductible, it will be waived; or
2. lf the deductible on this policy or Coverage Form is not the smaller (or smallest) deductible, it will be reduced by
the amount of the smaller (or smallest) deductible.
M. Physical Damage - Gomprehensive Coverage - Deductible
The following is added to the Deductible Provision of the Physical Damage Coverage Section:
Regardless of the number of covered "autos" damaged or stolen, the maximum deductible that will be applied to
Comprehensive Coverage for all "loss" from any one cause is $5,000 or the deductible shown in the Declarations,
whichever is greater.
N. Temporary Substitute Autos - Physical Damage
1. The following is added to Section l- Govered Autos:
Temporary Substitute Autos - Physical Damage
lf Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following
types of vehicles are also covered "autos" for Physical Damage Coverage:
Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered
"auto" you do own but is out of service because of its:
1. Breakdown;
2. Repair;
3. Servicing;
4. "Loss"; or
5. Destruction.
2. The following is added to the Paragraph A. Goverage Provision of the Physical Damage Coverage Section:
Temporary Substitute Autos - Physical Damage
We will pay the owner for "loss" to the temporary substitute "auto" unless the "loss" results from fraudulent acts or
omissions on your part. lf we make any payment to the owner, we will obtain the owner's rights against any other
Party.
The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it
replaces.
O. Amended Duties ln The Event Of Accident, Glaim, Suit Or Loss
Paragraph a. of the Duties In The Event Of Accident, Glaim, Suit Or Loss Condition is replaced by the following:
a. ln the event of "accident", claim, "suit" or "loss", you must give us or our authorized representative prompt notice
of the "accident", claim, "suit" or "loss". However, these duties only apply when the "accident", claim, "suit" or
"loss" is known to you (if you are an individual), a partner (if you are a partnership), a member (if you are a limited
liability company) or an executive officer or insurance manager (if you are a corporation). The failure of any
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agent, servant or employee of the "insured" to notify us of any "accident", claim, "suit" or "loss" shall not invalidate
the insurance afforded by this policy.
lnclude, as soon as practicable:
(1) How, when and where the "accident" or "loss" occurred and if a claim is made or "suit" is brought, written
notice of the claim or "suit" including, but not limited to, the date and details of such claim or "suit";
(2) The "insured's" name and address; and
(3) To the extent possible, the names and addresses of any injured persons and witnesses.
lf you report an "accident", claim, "suit" or "loss" to another insurer when you should have reported to us, your
failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon
as practicable after the fact of the delay becomes known to you.
P. Waiver of Transfer Of Rights Of Recovery Against Others To Us
The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition:
This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or
"loss", provided that the "accident" or "loss" arises out of operations contemplated by such contract. This waiver only
applies to the person or organization designated in the contract.
O. Employee Hired Autos - Physical Damage
Paragraph b. of the Other lnsurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other
Insurance - Primary and Excess lnsurance Provisions Condition in the Motor Carrier Coverage Form are replaced
by the following:
For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own:
(1) Any covered "auto" you lease, hire, rent or borrow; and
(2) Any covered "auto" hired or rented under a written contract or written agreement entered into by an "employee" or
elected or appointed official with your permission while being operated within the course and scope of that
"employee's" employment by you or that elected or appointed official's duties as respect their obligations to you.
However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto"'
R. Unintentional Failure to Disclose Hazards
The following is added to the Goncealment, Misrepresentation Or Fraud Condition:
However, we will not deny coverage under this Coverage Form if you unintentionally:
(1) Fail to disclose any hazards existing at the inception date of this Coverage Form; or
(2) Make an error, omission, improper description of "autos" or other misstatement of information.
You must notify us as soon as possible after the discovery of any hazards or any other information that was not
provided to us prior to the acceptance of this policy.
S. Hired Auto - World Wide Coverage
Paragraph 7a.(5) of the Policy Period, Goverage Territory Condition is replaced by the following:
(5) Anywhere in the world if a covered "auto" is leased, hired, rented or borrowed for a period of 60 days or less,
T. Bodily Injury Redefined
The definition of "bodily injury" in the Definitions Section is replaced by the following:
"Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish,
resulting from any of these at any time. Mental anguish means any type of mental or emotional illness or disease.
u-cA-424-F CW (04/14)
Page 5 of 6
lncludes copyrighted material of lnsurance Services Office, lnc., with its permission.
U. Expected Or lntended lnjury
The Expected Or lntended Injury Exclusion in Paragraph B. Exclusions under Section ll - Covered Auto Liability
Goverage is replaced by the following:
Expected Or lntended Injury
"Bodily injury" or "property damage" expected or intended from the standpoint of the "insured". This exclusion does
not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or
property.
V. Physical Damage - Additional Temporary Transportation Expense Coverage
Paragraph A.4.a. of Section lll - Physical Damage Goverage is replaced by the following:
4. Coverage Extensions
a. Transportation Expenses
We will pay up to $50 per day to a maximum of $1,000 for temporary transportation expense incurred by you
because of the total theft of a covered "auto" of the private passenger type. We will pay only for those
covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will
pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and
ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its
t'loss",
W. Replacement of a Private Passenger Auto with a Hybrid or Alternative Fuel Source Auto
The following is added to Paragraph A. Coverage of the Physical Damage Goverage Section:
ln the event of a total "loss" to a covered "auto" of the private passenger type that is replaced with a hybrid "auto" or
"auto" powered by an alternative fuel source of the private passenger type, we will pay an additional 10% of the cost
of the replacement "auto", excluding tax, title, license, other fees and any aftermarket vehicle upgrades, up to a
maximum of $2500. The covered "auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternative
fuel source within 60 calendar days of the payment of the "loss" and evidenced by a bill of sale or new vehicle lease
agreement.
To qualify as a hybrid "auto", the "auto" must be powered by a conventional gasoline engine and another source of
propulsion power. The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas,
either compressed or liquefied. To qualify as an "auto" powered by an alternative fuel source, the "auto" must be
powered by a source of propulsion power other than a conventional gasoline engine. An "auto" solely propelled by
biofuel, gasoline or diesel fuel or any blend thereof is not an "auto" powered by an alternative fuel source.
X. Return of Stolen Automobile
The following is added to the Goverage Extension Provision of the Physical Damage Goverage Section:
lf a covered "auto" is stolen and recovered, we will pay the cost of transport to return the "auto" to you. We will pay
only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage.
All other terms, conditions, provisions and exclusions of this policy remain the same
u-cA-424-F CW (04/14)
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lncludes copyrighted material of lnsurance Services Office, lnc., with its permission.
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY wc 00 0313
(Ed.4-84)
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
We have the right to recover our payments from anyone liable for an injury covered by 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
perform work under a written contract that requires you to obtain this agreement from us.)
This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
Schedule
ALL PERSONS AI{D/OR ORGATiTIZATIONS TITAT ARE REgUTRED BY WRITTEN
CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE
ACCTDENT OR LOSS, THAT WATVER OF SUBROGATTON BE PROVTDED UNDER THrS
POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON A}{D/OR ORGANIZATION.
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated.
(The information below is required only when this endorsement is issued subsequent to preparation of the policy')
Endorsement Effective L010I12020 Policy No. WC0I3642506 Endorsement No.
lnsured \611hwest Cascade, Inc. dba Honey Buckets Premium $
lnsurance Company
wc 00 03 13
(Ed. 4-84)
Copyright 1983 Nalional Council on Compensation Insurance
Countersigned By
COMM ERCIAL EXCESS LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLV.
AMENDMENT OF CONDITIONS
OTHER INSURANCE
PRIMARY AND NON-CONTRIBUTING
This endorsement modifies insurance provided under the following:
COMMERCIAL EXCESS LIABILITY COVERAGE PART
Section lV - Conditions, 9. Other lnsurance is deleted and replaced by the following:
9. This insurance is excess over any other insurance available to the insured except:
a. insurance that is purchased specifically to apply in excess of this policy; or
b. insurance available to a person or organization who has been added, as an
additional insured, to the "controlling underlying insurance.'
All other terms of the policy remain unchanged,
Contains copyrighted material of the
lnsurance Services Office, lnc. with its permission.
NAV-EXC-348 (01111)Page 1 of 1
This page has been left blank intentionally.
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
WAIVER OF SUBROGATION
SCHEDULE
Name of Person or Organization:
As required by written contract or agreement
lnformation required to complete this Schedule, if not shown above, will be shown in the Declarations
The following is added to SECTION lV - CONDITIONS, 13. Transfer of Rights of Recovery Against Others.
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. This waiver applies only to the person or organization shown
in the Schedule above.
All other terms of the policy remain unchanged.
Navigators Specialty lnsurance Company
Contains copyrighted material of the
Insurance Services Office, lnc. with its permission
NAV-ECD-6012 (01t11)Page 1 of 1
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2021 Watermain Improvements/Almaroof April 5, 2021
Project Number: 21-3002
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 .............................................................. 1-8
1-06 Control of Material .......................................................... 1-15
1-07 Legal Relations and Responsibilities to the Public ................. 1-18
1-08 Prosecution and Progress ................................................. 1-25
1-09 Measurement and Payment .............................................. 1-29
1-10 Temporary Traffic Control ................................................ 1-30
DIVISION 2 EARTHWORK .......................................................... 2-1
2-02 Removal of Structures and Obstructions ............................. 2-1
2-03 Roadway Excavation and Embankment .............................. 2-5
2-06 Subgrade Preparation ...................................................... 2-5
2-07 Watering ....................................................................... 2-6
DIVISION 4 BASES .................................................................... 4-1
4-04 Ballast and Crushed Surfacing .......................................... 4-1
DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1
5-02 Bituminous Surface Treatment .......................................... 5-1
5-04 Hot Mix Asphalt .............................................................. 5-1
5-05 Cement Concrete Pavement ............................................. 5-32
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
7-09 Water Mains ................................................................... 7-13
7-12 Valves for Water Mains .................................................... 7-22
7-15 Service Connections ........................................................ 7-24
7-17 Sanitary Sewer ............................................................... 7-29
DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1
8-01 Erosion Control and Water Pollution Control ........................ 8-1
8-02 Roadside Restoration ....................................................... 8-4
8-04 Curbs, Gutters, and Spillways ........................................... 8-9
8-06 Cement Concrete Driveway Entrances ................................ 8-10
8-09 Raised Pavement Markers ................................................ 8-10
8-14 Cement Concrete Sidewalks ............................................. 8-12
8-22 Pavement Marking .......................................................... 8-13
2021 Watermain Improvements/Almaroof April 5, 2021
Project Number: 21-3002
KENT SPECIAL PROVISIONS
TABLE OF CONTENTS
PAGE
DIVISION 8 MISCELLANEOUS CONSTRUCTION
8-23 Temporary Pavement Markings ......................................... 8-19
8-28 Pothole Utilities .............................................................. 8-19
DIVISION 9 MATERIALS ............................................................ 9-1
9-03 Aggregates .................................................................... 9-1
9-14 Erosion Control and Roadside Planting ............................... 9-3
9-30 Water Distribution Materials ............................................. 9-6
KENT STANDARD PLANS ................................................................. A-1
WSDOT STANDARD PLANS .............................................................. A-2
TRAFFIC CONTROL PLANS .............................................................. A-3
NEW WATERMAIN CONNECTION PROCEDURES............................... A-4
PREVAILING WAGE RATES .............................................................. A-5
2021 Watermain Improvements/Almaroof 1 - 1 April 5, 2021
Project Number: 21-3002
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 Watermain Improvements/Almaroof 1 - 2 April 5, 2021
Project Number: 21-3002
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 Watermain Improvements/Almaroof 1 - 3 April 5, 2021
Project Number: 21-3002
contract to the next lowest bidder that the City, in its sole judgment,
determines is also responsible and able to perform the contract work
(the “lowest responsive and responsible bidder”).
SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.2 Plans and Specifications
Upon awarding the Contract, the City shall supply to the Contractor, for
its own use, up to ten (10) copies of the plans and specifications. If the
Contractor requests more than ten (10) copies, the City may require
the Contractor to purchase the additional sets.
SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.5 Proposal Forms
Prospective bidders may obtain Bid Documents including a “Bid
Proposal” for the advertised project by downloading at no charge at
KentWA.gov/doing-business/bids-procurement; however, a prospective
bidder remains responsible to obtain Bid Documents, even if unable to
download all or any part of the documents, whether or not inability to
access is caused by the bidder’s or the City’s technology.
SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-02.6 Preparation of Proposal
It is the Bidder’s sole responsibility to obtain and incorporate all issued
addenda into the bid. In the space provided on the Proposal Signature
Page, the Bidder shall confirm that all Addenda have been received. All
blanks in the proposal forms must be appropriately filled in.
SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE
LAST PARAGRAPH:
Proposals must contain original signature pages. FACSIMILES OR
OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE
AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS.
SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.7 Bid Deposit
A deposit of at least 5 percent of the total Bid shall accompany each
Bid. This deposit may be cash, cashier’s check, or a proposal bond
(Surety bond). Any proposal bond shall be on the City’s bond form and
shall be signed by the Bidder and the Surety. A proposal bond shall not
be conditioned in any way to modify the minimum 5-percent required.
The Surety shall: (1) be registered with the Washington State
Insurance Commissioner, and (2) appear on the current Authorized
2021 Watermain Improvements/Almaroof 1 - 4 April 5, 2021
Project Number: 21-3002
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
2021 Watermain Improvements/Almaroof 1 - 5 April 5, 2021
Project Number: 21-3002
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.
2021 Watermain Improvements/Almaroof 1 - 6 April 5, 2021
Project Number: 21-3002
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:
2021 Watermain Improvements/Almaroof 1 - 7 April 5, 2021
Project Number: 21-3002
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 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-04.9 Use of Private Properties
Staging and storage locations needed for the Project must be properly
permitted for that use.
Limits of construction are indicated or defined on the plans. The
Contractor shall confine all construction activities within these limits.
If the Contractor selects its own staging and storage area(s), it is the
Contractor’s sole responsibility to obtain all necessary
permits/approvals to use the private property, specifically including,
without limitation, all permits or approvals subject to State
Environmental Policy Act, Shoreline Management Act, and critical areas
regulations. Before using any property as a staging or storage area (or
for any other use), the Contractor shall thoroughly investigate the
property for the presence of critical areas, buffers of critical areas, or
other regulatory restrictions as defined in Kent City Code, county, state
or federal regulations, and the Contractor shall provide the City written
documentation that the property is not subject to other regulatory
requirements or that the Contractor has obtained all necessary rights of
entry, permits and approvals needed to use the property as the
Contractor intends.
Upon vacating the private property, the Contractor shall provide the
City written verification that it has obtained all releases and/or
performed all mitigation work as required by the conditions of the
permit/approval and/or agreement with the property owner.
The Contractor shall not be entitled to additional compensation or an
extension of the time of completion of the Contractor for any work
associated with the permitting, mitigation or use of private property.
2021 Watermain Improvements/Almaroof 1 - 8 April 5, 2021
Project Number: 21-3002
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
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.
2021 Watermain Improvements/Almaroof 1 - 9 April 5, 2021
Project Number: 21-3002
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 SECTIONS:
1-05.8 City Provided Construction Staking
1-05.8(1) General
As used in this Section 1-05.5, the words, “stake,” “mark,” “marker,” or
“monument” will be deemed to include any kind of survey marking,
whether or not set by the City.
The City will supply construction stakes and marks establishing lines,
slopes and grades as set forth in Sections 1-05.8(2) through 1-05.8(6)
of the Kent Special Provisions. The Contractor shall assume full
responsibility for detailed dimensions, elevations, and excavation slopes
measured from these City furnished stakes and marks.
The Contractor shall provide a work site clear of equipment, stockpiles
and obstructions which has been prepared and maintained to permit
construction staking to proceed in a safe and orderly manner. A City
survey crew can stake a finite amount of work in a single day (see
Section 1-05.8(6) of the Kent Special Provisions). The Contractor shall
provide staking requests for a reasonable amount of work to the
Engineer at least 3 working days in advance to allow the survey crew
adequate time for setting stakes. If the work site is obstructed so that
survey work cannot be done, a new request for work shall be submitted
by the Contractor so that the survey can be rescheduled once the site is
properly prepared. Up to an additional 3 working days may be required
depending on work load for the city survey crew to complete the
rescheduled work. Note: A surveyor working day is a consecutive eight
hour period between 7:00 AM and 6:00 PM, Monday through Friday,
except holidays as listed in Section 1-08.5.
It is illegal under Revised Code of Washington 58.09.130 and
Washington State Administrative Code 332-120 to willfully destroy
survey markers. Stakes, marks, and other reference points set by City
forces, and existing City, State or Federal monumentation, shall be
carefully preserved by the Contractor. The Contractor shall notify the
Engineer immediately if it becomes apparent that a survey marker will
be disturbed due to construction. The Contractor will allow ample time
for City Survey Department personnel to acquire adequate information
so that the monument may be replaced in its original position after
construction. If the City is not notified, and a stake, marker or
monument is disturbed or destroyed the Contractor will be charged at a
rate of $300/hour for a city survey crew to replace the stake, marker or
monument that was not to be disturbed or damaged by the Contractor’s
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Project Number: 21-3002
operations. This charge will be deducted from monies due or to become
due to the Contractor.
Any claim by the Contractor for extra compensation by reason of
alterations or reconstruction work allegedly due to error in the
Surveyor’s line and grade will not be allowed unless the original control
points set by the Surveyor still exist, or unless the Contractor can
provide other satisfactory substantiating evidence to prove the error
was caused by incorrect city-furnished survey data. Three consecutive
points set on line or grade shall be the minimum points used to
determine any variation from a straight line or grade. Any such
variation shall, upon discovery, be reported to the Engineer. In the
absence of such report, the Contractor shall be liable for any error in
alignment or grade.
1-05.8(2) Roadway and Utility Surveys
The Engineer shall furnish to the Contractor, one time only, all principal
lines, grades and measurements the Engineer deems necessary for
completion of the work. These shall generally consist of one initial set
of:
1. Cut or fill stakes for establishing grade and embankments,
2. Curb or gutter grade stakes,
3. Centerline finish grade stakes for pavement sections wider than 25
feet as set forth in Section 1-05.8(5), subsection 2, and
4. Offset points to establish line and grade for underground utilities
such as water, sewers, storm drains, illumination and signalization.
No intermediate stakes shall be provided between curb grade and
centerline stakes.
On alley construction projects with minor grade changes, the Engineer
shall provide offset hubs on one side of the alley to establish the
alignment and grade. Alleys with major grade changes shall have
embankments staked to establish grade before offset hubs are set.
1-05.8(4) Control Stakes
Stakes that constitute reference points for all construction work will be
conspicuously marked with an appropriate color of flagging tape. It will
be the responsibility of the Contractor to inform its employees and
subcontractors of the importance and necessity to preserve the stakes.
The Contractor shall determine appropriate construction stake offset
distances to prevent damage to stakes by its construction equipment.
Should it become necessary, for any reason, to replace these control
stakes, the Contractor will be charged at the rate of $300/hour for a
city survey crew to replace the stakes. The Contractor may not charge
the City for any standby or “down” time as a result of any replacement
of control stakes. If the removal of a control stake or monument is
required by the construction operations of the Contractor or its
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subcontractors, and advance notice of at least three (3) full working
days is given to the City, the City will reference, remove, and later
replace the stakes or monument at no cost to the Contractor.
1-05.8(5) Staking Services
Work requests must be made at least 3 working days in advance
of the required staking.
The City will furnish the following stakes and reference marks:
1. Clearing Limits - One set of clearing limit stakes will be set at
approximately 25-foot stations where needed.
2. Rough Grading - One set of rough grade stakes will be set along
the construction centerline of streets at 50-foot stations as
required. (If superelevations require intermediate stakes along
vertical curves, the City will provide staking at closer intervals.)
One set of primary cut and fill stakes will be set for site work. One
set of secondary final grade cut and fill stakes will be set where
deemed applicable as determined by the Engineer.
3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or
manhole will be set at appropriate offsets to the center of the
structure. After installation and backfill, inverts will be checked for
correctness.
4. Sanitary Sewers - Two cut or fill stakes for each manhole or
cleanout location will be set at appropriate offsets to the center of
the structure. After installation and backfill, inverts will be checked
for correctness.
5. Water Main - One set of line stakes will be furnished for water
mains at 50-foot stations. Additionally, two reference stakes for
each valve, hydrant, tee and angle point location will be set
concurrently with these line stakes.
6. Staking for Embankments - Catch points and one line stake will be
set in those cases where the vertical difference in elevation from
the construction centerline to the toe or top of a cut or fill slope
exceeds 3 feet. In all other areas, stakes shall be set at an
appropriate offset to the street centerline to allow for the
preservation of said offsets through the rough grading phase. In
both cases the stakes shall be clearly marked with appropriate
information necessary to complete the rough grading phase.
7. Curb and Gutters - One set of curb and gutter stakes shall be set
at an appropriate offset at 25-foot intervals, beginning and end
points of curves and curb returns, wheelchair ramps, driveways,
and sufficient mid-curve points to establish proper alignment.
8. Base and Top Course - One set of final construction centerline
grade hubs will be set for each course, at not less than 50-foot
stations. No intermediate stakes shall be provided unless
superelevations require them. In those circumstances, one grade
hub left and right of construction centerline at the transition
stations will be set at an appropriate offset to centerline not less
than 25-foot stations.
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9. Adjacent or Adjoining Wetlands - One set of stakes delineating
adjacent wetland perimeters will be set at 25 to 50-foot stations as
required.
10. Illumination and Traffic Signals System - One set of stakes for
luminaires and traffic signal pole foundations will be set as
required. One set of stakes for vaults, junction boxes, and conduits
will be set, only if curb and gutter is not in place at the time of the
survey request. If curb and gutter is in place, staking for vaults,
junction boxes, and conduits will be provided at an additional
expense to the Contractor.
When deemed appropriate by the Engineer, cut sheets will be supplied
for curb, storm, sanitary sewer and water lines. Cuts or fills may be
marked on the surveyed points but should not be relied on as accurate
until a completed cut sheet is supplied.
The Contractor, at its own expense, shall stake all other items not listed
above to construct the project per the Plans and Specifications. Staking
for channelization, traffic loops, and all other items not listed above
shall be the sole responsibility and expense of the Contractor. The City
may, at its sole discretion, provide additional staking at the request of
the Contractor at the rate of $300/hour.
1-05.8(6) Survey Requests
It shall be the Contractor’s responsibility to properly schedule survey
crews and coordinate staking requests with construction activities. A
survey crew may be reasonably expected to stake any one of the
following items, in the quantity shown, in a single day:
Roadway grading +/-1500 lineal feet of centerline
Storm or sanitary sewer Approximately 8-10 structures
Water main +/-1500 lineal feet of pipe
Curb and gutter +/-1300 lineal feet (one side only)
Base and top course +/-1000 lineal feet of centerline
Slope staking +/-800-1200 lineal feet (top and toe)
Illumination/signalization Approximately 15-20 structures
Actual quantities may vary based on the complexity of the project, line
of sight considerations, traffic interference, properly prepared work site,
and other items that could affect production.
The Contractor shall be aware that length does not always translate
directly into stationing. For example, a survey request for storm sewer
pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may
be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed
on both sides of the roadway and interconnected.
SECTION 1-05.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SUBSECTION:
1-05.9 Equipment
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1-05.9(1) Operational Testing
It is the intent of the City to have at the Physical Completion Date a
complete and operable system. Therefore, when the work involves the
installation of machinery or other mechanical equipment, street
lighting, electrical distribution of signal systems, building or other
similar work, it may be desirable for the Engineer to have the
Contractor operate and test the work for a period of time after final
inspection but prior to the Physical Completion Date.
Whenever items of work are listed in the contract provisions for
operational testing they shall be fully tested under operating conditions
for the time period specified to ensure their acceptability prior to the
Physical Completion Date. In the event the contract does not specify
testing time periods, the default testing time period shall be twenty-one
(21) calendar days.
During and following the test period, the Contractor shall correct any
items of workmanship, materials, or equipment that prove faulty or that
are not in first class operating condition. Equipment, electrical controls,
meters, or other devices and equipment to be tested during this period
shall be tested under the observation of the Engineer, so that the
Engineer may determine their suitability for the purpose for which they
were installed. The Physical Completion Date cannot be established
until testing and corrections have been completed to the satisfaction of
the Engineer.
The costs for power, gas, labor, material, supplies, and everything else
needed to successfully complete operational testing shall be included in
the various contract bid item prices unless specifically set forth
otherwise in the contract.
Operational and test periods, when required by the Engineer, shall not
affect a manufacturer’s guaranties or warranties furnished under the
terms of the Contract.
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
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Project Number: 21-3002
the project, with the Engineer, in support of the Engineer’s effort to
establish a list of corrective work then known and discovered.
SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE FIRST PARAGRAPH:
1-05.13 Superintendents, Labor, and Equipment of Contractor
Within ten (10) days of contract award, the Contractor shall designate
the Contractor's project manager and superintendent for the contract
work.
SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH
AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2020 WSDOT
STANDARD SPECIFICATIONS):
If at any time during the contract work, the Contractor elects to replace
the contract manager or superintendent, the Contractor shall only do so
after obtaining the Engineer's prior written approval.
THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE
FOLLOWING:
Whenever the City evaluates the Contractor’s qualifications or
prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City
may take these or other Contractor performance reports into account.
SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-05.14 Cooperation With Other Contractors
There is a private development construction project known as “Alexan
Gateway” at the northeast corner of Veterans Drive and Military Rd. The
sidewalk and planter strip have been removed. The contractor shall
coordinate all work on Veterans Drive with the City’s Private
Development Inspector, David Devine (253-261-5048). The contractor
shall notify the Engineer a minimum of 5 working days prior to starting
this work. The contractor shall allow access to the Alexan Gateway site
for the private development contractor at all times. The contractor shall
backfill the watermain as shown on the plans and will not be
responsible for construction of the future sidewalk to be built on top of
the watermain. All work on Veterans Drive shall be installed,
backfilled and tested prior to August 4th, 2021.
SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-05.16 Water and Power
The Contractor shall make necessary arrangements, and shall bear the
costs for power and water necessary for the performance of the work,
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unless the Contract includes power or water as bid items, or unless
otherwise provided for in other bid items.
1-05.17 Oral Agreements
No oral agreement or conversation with any officer, agent, or employee
of the City, either before or after execution of the contract, shall affect
or modify the terms or obligations contained in any of the documents
comprising the contract. Such oral agreement or conversation shall be
considered unofficial information and in no way binding upon the City,
unless subsequently recorded and/or put in writing and signed by an
authorized agent of the City.
SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-05.18 Referencing Existing Pavement Markings
The Contractor shall be responsible for referencing and
documenting all existing pavement markings. The Contractor's
referencing plans shall indicate reference points and offsets
taken at consistent intervals sufficient to restore all pavement
markings to original configuration within two inches unless
otherwise noted on the plans. The Contractor shall demonstrate
to the Engineer that referencing has been accomplished prior to
performing any work which will remove or cover the existing
markings.
The Contractor shall also be responsible for laying out all
temporary and permanent pavement markings to the existing
locations or as directed by engineer. Pavement markings shall
be replaced using the materials called for in these
Specifications.
1-06 CONTROL OF MATERIAL
1-06.2 Acceptance of Materials
SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY.
1-06.2(2) Statistical Evaluation of Materials for Acceptance
SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-06.7 Submittals
1-06.7(1) Submittal Procedures
All information submitted by the Contractor shall be clear, sharp, high
contrast copies. Contractor shall accompany each submittal with a letter
of transmittal containing the following information:
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1. Contractor’s name and the name of Subcontractor or supplier who
prepared the submittal.
2. The project name and identifying number.
3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.).
Each resubmittal shall include the original number with a
sequential alpha letter added (1A, 1B, 1C, etc.).
4. Description of the submittal and reference to the Contract
requirement or technical specification section and paragraph
number being addressed.
5. Bid item(s) where product will be used.
1-06.7(2) Schedule of Submittals
The Contractor shall create and submit three (3) copies of a schedule of
submittals showing the date by which each submittal required for
product review or product information will be made. The schedule can
be modified, deducted, or added to by the City. The schedule shall be
available at the preconstruction conference (see 1-08.0 of the Kent
Special Provisions). The schedule of submittals must be accepted prior
to the City making the first progress payment. The schedule shall
identify the items that will be included in each submittal by listing the
item or group of items and the Specification Section and paragraph
number and bid item under which they are specified. The schedule shall
indicate whether the submittal is required for product review of
proposed equivalents, shop drawings, product data or samples or
required for product information only.
The Contractor shall allow a minimum of 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:
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1. Each submittal shall include all of the items required for a
complete assembly or system.
2. Submittals shall contain all of the physical, technical and
performance data required to demonstrate conclusively that the
items comply with the requirements of the Contract.
3. Each submittal shall verify that the physical characteristics of items
submitted, including size, configurations, clearances, mounting
points, utility connection points and service access points, are
suitable for the space provided and are compatible with other
interrelated items.
4. The Contractor shall label each Product Data submittal, Shop
Drawing or Sample with the bid item number and, if a lump sum
bid item, provide a reference to the applicable KSP paragraph. The
Contractor shall highlight or mark every page of every copy of all
Product Data submittals to show the specific items being submitted
and all options included or choices offered.
The City encourages a creative approach to complete a timely,
economical, and quality project. Submittals that contain deviations from
the requirements of the Contract shall be accompanied by a separate
letter explaining the deviations. The Contractor’s letter shall:
1. Cite the specific Contract requirement including the Specification
Section bid item number and paragraph number for which approval
of a deviation is sought.
2. Describe the proposed alternate material, item or construction,
explain its advantages, and explain how the proposed alternate
meets or exceeds the Contract requirements.
3. State the reduction in Contract Price, if any, which is offered to the
City.
The Engineer retains the exclusive right, at his or her sole discretion, to
accept or reject any proposed deviation with or without cause.
The Engineer will stamp and mark each submittal prior to returning it to
the Contractor. The stamps will indicate one of the following:
1. “APPROVED AS SUBMITTED” – Accepted subject to its compatibility
with the work not covered in this submission. This response does
not constitute approval or deletion of specified or required items
not shown in the partial submission.
2. “APPROVED AS NOTED” – Accepted subject to minor corrections
that shall be made by the Contractor and subject to its
compatibility with the work not covered in this submission. This
response does not constitute approval or deletion of specified or
required items not shown in the partial submission. No
resubmission is required.
3. “AMEND AND RESUBMIT” – Rejected because of major
inconsistencies, errors or insufficient information that shall be
resolved or corrected by the Contractor prior to subsequent re-
submittal. An amended resubmission is required.
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Re-submittals that contain changes that were not requested by the
Engineer on the previous submittal shall note all changes and be
accompanied by a letter explaining the changes.
1-06.7(4) Proposed Equivalents
The Engineer retains the exclusive right, at his or her sole discretion, to
accept or reject any proposed equivalent with or without cause.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.2 State Taxes
SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax
Without waiving the Contractor’s obligation to understand and apply
these tax rules correctly, the City has indicated those parts of the
project that are subject to use tax under Section 1-07.2(1) in the
proposal bid items.
SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax
Without waiving the Contractor’s obligation to understand and apply
these tax rules correctly, the City has indicated those parts of the
project that are subject to retail sales tax under Section 1-07.2(2) in
the proposal bid items.
SECTION 1-07.4(2) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.4(2) COVID-19 Job Site Requirements
Before commencing any work on the Project site, the Contractor shall
develop and post at each job site a comprehensive COVID-19 exposure
control, mitigation, and recovery plan that complies with the Phase 1
Construction Restart COVID-19 Job Site Requirements issued by the
Governor, or subsequent modifications or phase amendments as the
Governor may issue. Contractor must further meet and maintain all
requirements of the plan, including providing materials, schedules, and
equipment required to comply with those job site requirements or any
future adjustments that may be made to job site requirements by the
Governor or any applicable federal or state agency during the COVID-
19 emergency.
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.
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SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPH BEFORE THE FIRST PARAGRAPH:
1-07.6 Permits and Licenses
The City has obtained the following permits: None
SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPHS AFTER THE LAST PARAGRAPH:
A copy of each permit and/or license obtained by the Contractor shall
be furnished to the City. Approved permits shall be furnished to the City
upon completion of the project and prior to final acceptance.
The Contractor shall promptly notify the City in writing of any variance
in the contract work arising from the issuance of any permit.
1-07.9 Wages
SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPH AFTER THE SIXTH PARAGRAPH:
1-07.9(1) General
To the extent allowed by law, the wage rates that will be in effect
during the entire contract work period are those in effect on the day of
bid opening, unless the City does not award the Contract within six
months of the bid opening.
SECTION 1-07.9(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
FOLLOWING:
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.
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3. Apprentice is a person enrolled in a State-approved Apprenticeship
Training Program.
4. State-approved Apprenticeship Training Program is an
apprenticeship training program approved by the Washington
State Apprenticeship Council.
5. Good Faith Effort is a demonstration that the Contractor has
strived to meet the Apprenticeship Utilization Requirement
including but not necessarily limited to the specific steps as
described elsewhere in this specification.
Plan
The Contractor shall submit an “Apprentice Utilization Plan” within 30
calendar days of Notice of Award, demonstrating how they intend to
achieve the Apprentice Utilization Requirement. The plan shall be
updated and resubmitted as appropriate as the Work progresses. The
intent is to provide the City with enough information to track progress
in meeting the utilization requirements.
Reporting
The Contractor shall submit a “Monthly Apprentice Reporting Form” on
a monthly basis. The report shall be submitted to the City by the last
working day of the subsequent month, until the Physical Completion
Date. The date reported shall be cumulative to date and consolidated to
include the Contractor and all Subcontractors. At the Contractor’s
request, the Engineer may suspend this reporting requirement during
periods of minimal or no applicable work activities on the project. The
Contractor shall submit documentation of their Good Faith Effort if: (1)
they are unable to provide a plan demonstrating how they intend to
meet the Apprentice Utilization Requirement; or (2) the project has
been completed without meeting the Apprentice Utilization
Requirement.
Contacts
The Contractor may obtain information on State-approved
Apprenticeship Training Programs by contacting the Department of
Labor and Industries at: Specialty Compliance Services Division,
Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530 or
by phone at (360) 902-5320.
Compliance
In the event that the Contractor is unable to accomplish the Apprentice
Utilization Requirement, the Contractor shall demonstrate that a Good
Faith Effort has been made as described within this specification. Failure
to comply with the requirements as specified is subject to penalties for
noncompliance as set forth in KCC 6.01.030(E).
Good Faith Efforts
In fulfilling the Good Faith Effort, the Contractor shall perform and,
when appropriate, require its Subcontractors to perform the following
steps:
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1. Solicit Apprentice(s) from State-approved Apprenticeship Training
Program(s).
2. Document the solicitation and, in the event Apprentice(s) are not
available, obtain supporting documentation from the solicited
program(s).
3. Demonstrate that the plan was updated as required within this
specification.
4. Provide documentation demonstrating what efforts the Contractor
has taken to require Subcontractors to solicit and employ
Apprentice(s).
In the event that the preceding steps have been followed, the
Contractor may also supplement the Good Faith Efforts documentation
with the following documentation:
5. Submit documentation demonstrating successful Apprentice
utilization on previous contracts.
6. Submit documentation indicating company-wide Apprentice
utilization efforts and percentages of attainment.
Payment
Compensation for all costs involved with complying with the conditions
of this specification is included in payment for the associated Contract
items of work.
1-07.13 Contractor’s Responsibility for Work
SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF
THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH.
1-07.13(4) Repair of Damage
SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING TO THE
BEGINNING OF THAT SECTION:
1-07.14 Responsibility for Damage
To the extent a conflict exists between the terms of this Section
1-07.14 and Section 5 of the Contract, the terms of the Contract will
control. Any reference to the State, Governor, Commission, Secretary,
or all officers and employees of the State also will include the City, its
officers and employees.
1-07.15 Temporary Water Pollution Prevention
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
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Project Number: 21-3002
payment item for the “SPCC Plan” in that one schedule will apply to all
bid schedules for all costs associated with creating and updating the
accepted SPCC Plan, and all costs associated with the setup of
prevention measures and for implementing the current SPCC Plan as
required by this Specifications.
SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO
THE END OF THE SECOND PARAGRAPH:
1-07.17 Utilities and Similar Facilities
If a utility is known to have or suspected of having underground
facilities within the area of the proposed excavation and that utility is
not a subscriber to the utilities underground location center, the
Contractor shall give individual notice to that utility within the same
time frame prescribed in RCW 19.122.030 for subscriber utilities.
SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-07.17(3) Utility Markings
Once underground utilities are marked by the utility owner or its agent,
and/or once new underground facilities have been installed by the
Contractor, the Contractor/excavator is responsible to determine the
precise location of underground facilities that may conflict with other
underground construction. The Contractor shall maintain the marks or a
record of the location of buried facilities for the duration of time needed
to avoid future damage until installation of all planned improvements at
that location is complete.
1-07.17(4) Payment
All costs to comply with subsection 1-07.17(3) and for the protection
and repair of all identified or suspected underground utilities specified
in RCW 19.122 are incidental to the contract and are the responsibility
of the Contractor/excavator. The Contractor shall include all related
costs in the unit bid prices of the contract. No additional time or
monetary compensation shall be made for delays caused by utility re-
marking or repair of damaged utilities due to the Contractor’s failure to
maintain marks or to locate utilities in accordance with this section.
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
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Project Number: 21-3002
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
Danny Cooley
253-686-7592 (cell)
Danny_Cooley@cable.comcast.com
Puget Sound Energy Gas
Glenn Helton
253-395-6926
425-559-4647 (cell)
Puget Sound Energy Power
Hong Nguyen
425-449-6609 (cell)
Hong.Nguyen@pse.com
Verizon
Scott Christenson
425-636-6046
425-471-1079 (cell)
SECTION 1-07.18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH
BEFORE THE FIRST PARAGRAPH:
1-07.18 Public Liability and Property Damage Insurance
To the extent a conflict exists between the terms of this Section
1-07.18 and the insurance requirements in Section 7 of the Contract,
the terms of the Contract will control. Any reference to the State,
Governor, Commission, Secretary, or all officers and employees of the
State also will include the City, its officers and employees.
1-07.23 Public Convenience and Safety
SECTION 1-07.23(1) IS SUPPLEMENTED WITH THE FOLLOWING:
1-07.23(1) Construction Under Traffic
1. There is a private development construction project known as
“Alexan Gateway” at the northeast corner of Veterans Drive and
Military Rd. All work described in this contract on Veterans
Drive shall be completed by August 4th, 2021.
2. The Contractor shall notify Gonnason Boats (Tori Gonnason 253-
852-5336) 24 hours ahead of any traffic impacts or closures of
Central, Saar, or the Alley way between Railroad and Central on
both streets (Titus and Saar). At least one alley access shall
remain open during construction at all times.
2021 Watermain Improvements/Almaroof 1 - 24 April 5, 2021
Project Number: 21-3002
3. The gate entrance to Enterprise parking lot shall be accessible at
all times. The contractor shall provide Enterprise local office 24
hours notice of any road closures/interruptions on Saar, contact
Enterprise (Mathew Booth at 253-859-0720).
4. Connections to the water main on Central Ave South and Railroad
Ave South shall be done on weekends during daytime with the two
water connections on Central happening on the same weekend.
5. The Contractor shall notify Autotek Tire and Services (253-859-
3447) 24 hours ahead of any traffic impacts or closures of Central
or E Titus St and when driveway access to entrance fronting Titus
is disrupted.
6. The Contractor shall notify Sun Star Food Mart (253-981-4623) 24
hours ahead of any traffic impacts or closures of Central or E Saar
St.
7. Close the north half of E Titus Street and detour the westbound
traffic. The south half of E Titus Street shall remain open for
Eastbound traffic.
8. Closing the eastbound traffic on E Titus Street to install the new
storm pipe shall be done on Weekend /daytime.
9. Close the north half of E Saar Street and detour the westbound
traffic. The south half of E Saar Street shall remain open for
Eastbound traffic unless approved by the engineer
10. At least one driveway shall remain open for local businesses at all
times during construction.
11. The contractor shall always maintain access for emergency
vehicles.
12. Work shall be scheduled to minimize full intersection closure of E
Titus St and Railroad Ave S to a maximum of 8 days, only 4 of
which shall be during weekdays. Final overlay shall be performed
during this allowable closure.
13. Water shutdowns shall be coordinated to minimize downtime for
City water customers.
SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.24 Rights of Way
Street right of way lines, limits of easements and limits of construction
are indicated or defined on the plans. The Contractor's construction
activities shall be confined within these limits, unless arrangements for
use of private property are made.
It is anticipated that the City will have obtained all right of way,
easements or right of entry agreements prior to the start of
construction. Locations where these rights have not been obtained will
be brought to the Contractor's attention prior to start of construction.
The Contractor shall not proceed with any portion of the work in areas
where right of way, easements or rights of entry have not been
acquired until the Engineer certifies to the Contractor that the right of
way or easement is available or that the right of entry has been
received.
2021 Watermain Improvements/Almaroof 1 - 25 April 5, 2021
Project Number: 21-3002
SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.26 Personal Liability of Public Officers
Neither the City, the Engineer, nor any other official, officer or
employee of the City shall be personally liable for any acts or failure to
act in connection with the contract, it being understood that, in these
matters, they are acting solely as agents of the City.
1-08 PROSECUTION AND PROGRESS
SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-08.0 Preconstruction and Preconstruction Conference
The Engineer will furnish the Contractor with up to ten (10) copies of
the plans and specifications. Additional documents may be purchased
from the City at the price specified by the City or in the Invitation to
Bid. Prior to undertaking each part of the work, the Contractor shall
carefully study and compare the Contract and check and verify all
pertinent figures shown and all applicable field measurements. The
Contractor shall promptly report in writing to the Engineer any conflict,
error or discrepancy that the Contractor discovers.
After the Contract has been executed, but prior to the Contractor
beginning the work, a preconstruction conference will be held with the
Contractor, the Engineer and any other interested parties that the City
determines to invite. The purpose of the preconstruction conference will
be:
1. To review the initial progress schedule.
2. To establish a working understanding among the various parties
associated or affected by the work.
3. To establish and review procedures for progress payment,
notifications, approvals, submittals, etc.
4. To verify normal working hours for the work.
5. To review safety standards and traffic control.
6. To discuss any other related items that may be pertinent to the
work.
The Contractor shall prepare and submit for approval, at or prior to the
preconstruction conference the following:
1. A price breakdown of all lump sum items.
2. A preliminary construction schedule.
3. A list of material sources for approval, if applicable.
4. Schedule of submittals. (See 1-06.6(2))
5. Temporary Erosion/Sedimentation Control Plan (TESCP) for
approval.
6. Traffic Control Plan (TCP) for approval.
2021 Watermain Improvements/Almaroof 1 - 26 April 5, 2021
Project Number: 21-3002
7. Request to sublet, for approval by the Engineer, of all
subcontractors.
SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-08.4 Notice to Proceed, Prosecution and Hours of Work
Notice to Proceed will be given after the contract has been executed
and the contract bond and evidence of required insurance have been
approved by and filed with the City. Unless otherwise approved in
writing by the Engineer, the Contractor shall not commence the work
until the Notice to Proceed has been given by the Engineer. The
Contractor shall commence construction activities on the Project Site
within ten working days of the Notice to Proceed Date. The Work
thereafter shall be prosecuted diligently, vigorously, and without
unauthorized interruption until physical completion of the work.
Voluntary shutdown or slowing of operations by the Contractor shall not
relieve the Contractor of the responsibility to complete the work within
the time(s) specified in the Contract.
Except in the case of emergency or unless otherwise approved by the
Engineer, the normal straight time working hours for the Contractor
shall be any consecutive 8 hour period between 7:00 a.m. and 6:00
p.m. Monday through Friday, unless otherwise specified in the Kent
Special Provisions, with a 5-day work week, plus allowing a maximum
one-hour lunch break in each working day. The normal straight time
8-hour working period for the contract shall be established at the
preconstruction conference or prior to the Contractor commencing
work.
If a Contractor desires to perform work on holidays, Saturdays,
Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the
Contractor shall apply in writing to the Engineer for permission to work
those times. The Contractor shall notify the Engineer at least 48 hours
in advance (72 hours in advance for weekend work) so that the
Inspector's time may be scheduled. Permission to work longer than an
8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For
any work outside of normal straight time working hours that requires
city surveyors, all reasonable efforts shall be made by the Contractor to
allow time for surveying to be completed during normal straight time
hours. If city surveyors are required to work other than normal straight
time hours at the convenience of the Contractor, all such work shall be
reimbursed by the Contractor.
Permission to work between the hours of 10:00 p.m. and 7:00 a.m.
during weekdays and between the hours of 10:00 p.m. and 9:00 a.m.
on weekends or holidays may also be subject to noise control
requirements. Approval to continue work during these hours may be
revoked at any time the Contractor exceeds the City’s noise control
regulations or the city receives complaints from the public or adjoining
property owners regarding noise from the Contractor’s operations. The
2021 Watermain Improvements/Almaroof 1 - 27 April 5, 2021
Project Number: 21-3002
Contractor shall have no claim for damages or delays should this
permission be revoked for these reasons.
The Engineer may grant permission to work Saturdays, Sundays,
holidays or other than the agreed upon normal straight time working
hours, but may be subject to other conditions established by the City or
Engineer. These conditions may include, but are not limited to the
following: hours worked by City employees; impacts to the construction
schedule; or accommodations to adjoining properties affected by the
contract work.
1-08.4(A) Reimbursement for Overtime Work of City Employees
Following is a non-exclusive list of work that may require Contractor
reimbursement for overtime of City employees. The City will bill the
Contractor at the OVERTIME RATE in order for locate crews to
complete other work. If the locate request is for nights, weekend,
holidays or at other times when locate crews are not normally working,
all locate work and expenses, including travel, minimum call out times,
and/or Holiday premiums will be borne by the Contractor.
1. Locate work required to re-establish marks for City-owned
underground facilities that were not maintained or recorded by the
Contractor in accordance with RCW 19.122.030.
2. Work required by city survey crew(s) as the result of reestablishing
survey stakes or markings that were not maintained or recorded
by the Contractor or other work deemed to be for the convenience
of the Contractor and not required of the City by the contract.
3. Work required by City personnel or independent testing
laboratories to re-test project materials, utility pressure or vacuum
tests, camera surveys or water purity tests as the result of initial
test failure on the part of the Contractor.
1-08.4(B) General
The City allocates its resources to a contract based on the total time
allowed in the contract. The City will accept a progress schedule
indicating an early physical completion date but cannot guarantee the
City resources will be available to meet the accelerated schedule. No
additional compensation will be allowed if the Contractor is not able to
meet its accelerated schedule due to the unavailability of City resources
or for other reasons beyond the City's control.
Unless previously approved by the Engineer, the original and all
supplemental progress schedules shall not conflict with any time and
order-of-work requirements in the contract.
If the Engineer deems that the original or any necessary supplemental
progress schedule does not provide adequate information, the City may
withhold progress payments until a schedule containing needed
information has been submitted by the Contractor and approved by the
Engineer.
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Project Number: 21-3002
The Engineer's acceptance of any schedule shall not transfer any of the
Contractor's responsibilities to the City. The Contractor alone shall
remain responsible for adjusting forces, equipment, and work schedules
to ensure completion of the work within the times specified in the
contract.
SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-08.5 Time for Completion
Contract time shall begin on the day of the Notice to Proceed. The
Contract Provisions may specify another starting date for Contract time,
in which case, time will begin on the starting date specified.
SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH
PARAGRAPHS AND REPLACING WITH THE FOLLOWING:
1-08.6 Suspension of Work
If the performance of all or any part of the Work is suspended for an
unreasonable period of time by an act of the Contracting Agency in the
administration of the Contract, or by failure to act within the time
specified in the Contract (or if no time is specified, within a reasonable
time), the Engineer will make an adjustment for any increase in the
cost or time for the performance of the Contract (excluding profit)
necessarily caused by the suspension. However, no adjustment will be
made for any suspension if (1) the performance would have been
suspended by any other cause, including the fault or negligence of the
Contractor, or (2) an equitable adjustment is provided for or excluded
under any other provision of the Contract.
If the Contactor believes that the performance of the Work is
suspended for an unreasonable period of time and such suspension is
the responsibility of the Contracting Agency, the Contractor shall
immediately submit a written notice of protest to the Engineer as
provided in Section 1-04.5. No adjustment shall be allowed for any
costs incurred more than 10 calendar days before the date the Engineer
receives the Contractor’s written notice to protest. In any event, no
protest will be allowed later than the date of the Contractor’s signature
on the Final Pay Estimate. The Contractor shall keep full and complete
records of the costs and additional time of such suspension, and shall
permit the Engineer to have access to those records and any other
records as may be deemed necessary by the Engineer to assist in
evaluating the protest.
The Engineer will determine if an equitable adjustment in cost or time is
due as provided in this Section. The equitable adjustment for increase
in costs, if due, shall be subject to the limitations provided in Section
1-09.4, provided that no profit of any kind will be allowed on any
increase in cost necessarily caused by the suspension.
2021 Watermain Improvements/Almaroof 1 - 29 April 5, 2021
Project Number: 21-3002
SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY
DELETING THE FOURTH AND SIXTH PARAGRAPHS.
SECTION 1-08.9 IS REVISED BY DELETING THE THIRD PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-08.9 Liquidated Damages
Accordingly, the Contractor agrees:
1. To pay (according to the following formula) liquidated damages for
each working day beyond the number of working days established
for Physical Completion, and
2. To authorize the Engineer to deduct these liquidated damages from
any money due or coming due to the Contractor.
Liquidated Damages Formula
LD= 0.15*C
T
Where:
LD = liquidated damages per working day (rounded to the nearest
dollar)
C = original Contract amount
T = original time for Physical Completion
1-09 MEASUREMENT AND PAYMENT
1-09.9 Payments
SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-09.9(2) City’s Right to Withhold Certain Amounts
In addition to the amount that the City may otherwise retain under the
Contract, the City may withhold a sufficient amount of any payments
otherwise due to the Contractor, including nullifying the whole or part
of any previous payment, because of subsequently discovered evidence
or subsequent inspections that, in the City's judgment, may be
necessary to cover the following:
1. The cost of defective work not remedied.
2. Fees incurred for material inspection, and overtime engineering
and inspection for which the Contractor is obligated under this
Contract.
3. Fees and charges of public authorities or municipalities.
4. Liquidated damages.
5. Engineering and inspection fees beyond Completion Date.
2021 Watermain Improvements/Almaroof 1 - 30 April 5, 2021
Project Number: 21-3002
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
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:
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Project Number: 21-3002
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, all traffic control devices shown in
the traffic control plans and other temporary traffic control devices,
unless the contract provides for furnishing a specific temporary traffic
control device under another item. The item “Temporary Traffic Control
Devices” includes:
1. Initial delivery to the project site (or temporary storage) in good
repair and in clean usable condition,
2. Repair or replacement when they are damaged and they are still
needed on the project, and
3. Removal from the project site when they are no longer on the
project.
SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-10.5 Payment
Payment will be made in accordance with Section 1-04.1, for the
following bid items when they are included in the Proposal:
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Project Number: 21-3002
The unit contract price for “Traffic Control Labor” per hour shall be full
pay for all costs for the labor provided for performing those
construction operations described in Section 1-10.2(1)B, and Section
1-10.3(1) of the WSDOT Standard Specifications, and as authorized by
the Engineer. The hours eligible for “Traffic Control Labor” shall be
limited to the hours the worker is actually performing the work as
documented by traffic control forms provided by the Contractor’s TCM,
and verified by the City Inspector’s records, and the Contractor’s
Certified Payroll Records submitted to the City Inspector on a weekly
basis.
The unit contract price for “Traffic Control Supervisor” per hour shall be
full pay for each hour a person performs the Traffic Control Supervisor
duties described in Section 1-10.2(1)B of the WSDOT Standard
Specifications. Payment for traffic control labor performed by the Traffic
Control Supervisor will be paid under the item for “Traffic Control
Labor.”
The lump sum contract price for “Temporary Traffic Control Devices”
shall be full pay for providing the work described in Section 1-10.3(3)L
of the Kent Special Provisions. Progress payment for the lump sum item
“Temporary Traffic Control Devices” will be made as follows:
1. When the initial temporary traffic control devices are set up, 50
percent of the amount bid for the item will be paid.
2. Payment for the remaining 50 percent of the amount bid for the
item will be paid on a prorated basis in accordance with the total
job progress as determined by progress payments.
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:
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Project Number: 21-3002
1. The entire construction area under contract and for a distance to
include the initial warning signs for the beginning of the project
and the END OF CONSTRUCTION sign. Any warning signs for side
streets on the approved TCP are also included. If the project
consists of two or more sections, the limits will apply to each
section individually.
2. A detour provided in the plans or approved by the City’s Traffic
Control Supervisor for by-passing all or any portion of the
construction, irrespective of whether or not the termini of the
detour are within the limits of the Contract.
No payment will be made to the Contractor for traffic control items
required in connection with the movement of equipment or the hauling
of materials outside of the limits of 1 and 2 above, or for temporary
road closures subject to the provisions of Section 1-07.23(1) of the
WSDOT Standard Specifications.
2021 Watermain Improvements/Almaroof 2 - 1 April 5, 2021
Project Number: 21-3002
DIVISION 2 – EARTHWORK
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-02.1 Description
This work also includes the repair of adjacent improvements that were
not designated for removal, but that were damaged by the Contractor’s
operations.
SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS
WITH THE FOLLOWING:
2-02.3 Construction Requirements
The City has identified the following materials that are marked for
removal, but that will be salvaged as part of this project:
1. Existing Water Meters
The salvaged water meters shall be removed, hauled and stored at the
City Maintenance Facility located at 5821 South 240th Street (a.k.a.
West James Street).
All improvements that are not designated for removal, but that are
damaged by the Contractor’s operations shall be replaced, restored, or
repaired at the Contractor’s sole expense. The Engineer’s determination
regarding what replacement, restoration, or repair must be made by
the Contractor to repair damage caused by the Contractor’s removal
operations is final.
SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters
In removing pavement, sidewalks, and curbs the Contractor shall:
1. Haul broken-up pieces of concrete and asphalt pavement into the
roadway embankment, or to some off-project site, unless
otherwise directed by the Engineer, or permitted by the Kent
Special Provisions.
2. Material that is to be incorporated into the embankment shall be
broken into pieces not exceeding 18 inches in any dimension, and
no part of any piece shall be within three feet of the top, side or
end surface of the embankment or any structure.
3. Make a vertical saw cut between any existing pavement, sidewalk,
or curb that is to remain and the portion to be removed. When
asphalt pavements are being widened, the vertical saw cut shall be
made at least 1-foot from the edge of the existing pavement, and
at least 2-feet from the closest edge of any cement concrete curb
2021 Watermain Improvements/Almaroof 2 - 2 April 5, 2021
Project Number: 21-3002
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:
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 for a depth of 8 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 8 inches it
shall be paid according to the following formula:
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Project Number: 21-3002
actual depth in inches
(square yards) x 8 inches = quantity
For example, if the Contractor encounters pavement to be removed
which is 10 inches thick and 100 square yards then the quantity would
be:
10
100 S.Y. x 8 = 125 S.Y. 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 8 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 8 inches it shall be paid according to the following formula:
actual depth in inches
(square yards) x 8 inches = quantity
For example, if the Contractor encounters pavement to be removed
which is 10 inches thick and 100 square yards then the quantity would
be:
10
100’ x 8 = 125 S.Y. No other compensation shall be allowed.
The unit contract price per square yard for “Remove Cement Concrete
Sidewalk and Driveway” 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 or driveway as shown on the plans and described in the
specifications.
The unit contract price per lineal foot for “Remove Cement Concrete
Curb and Gutter” constitutes complete compensation for furnishing all
labor, materials, tools, supplies, and equipment necessary to 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 price contract price per lineal foot for “Saw Cut Existing
Asphalt Concrete Pavement” constitutes complete compensation for all
materials, labor and equipment required to saw cut existing pavement
to a depth of 8 inches in accordance with the plans and specifications.
Should the Contractor encounter pavement to be removed which is
thicker than 8 inches, it shall be paid according to the following
formula:
actual depth in inches
(length) x 8 inches = quantity
2021 Watermain Improvements/Almaroof 2 - 4 April 5, 2021
Project Number: 21-3002
For example, if the Contractor encounters pavement to be saw cut
which is 10 inches thick and 100 linear feet then the quantity would be:
10
100 x 8 = 125 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.
The unit price contract price per lineal foot for “Saw Cut Existing
Cement Concrete Pavement” constitutes complete compensation for all
materials, labor and equipment required to saw cut existing pavement
to a depth of 8 inches in accordance with the plans and specifications.
Should the Contractor encounter pavement to be removed which is
thicker than 8 inches, it shall be paid according to the following
formula:
actual depth in inches
(length) x 8 inches = quantity
For example, if the Contractor encounters pavement to be saw cut
which is 10 inches thick and 100 linear feet then the quantity would be:
10
100 x 8 = 125 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.
The unit contract price per lineal foot for “Remove Existing Sewer Pipe”
constitutes complete compensation for all labor, materials, tools,
supplies and equipment necessary to remove the existing sewer pipe as
shown on the plans and described in the specifications. The unit bid
price shall also include but not be limited to excavation, any sewage
bypass systems used, concrete plugging any remaining pipes, removal,
disposal, backfilling with gravel borrow, and compaction.
The unit contract price per lineal foot for “Remove Existing Storm
Sewer Pipe or Culvert” constitutes complete compensation for all labor,
materials, tools, supplies and equipment necessary to remove the
existing storm pipe or culvert as shown on the plans and described in
the specifications. The unit bid price shall also include but not be limited
to excavation, concrete plugging any remaining pipes, removal,
disposal, backfilling with gravel borrow, and compaction.
2021 Watermain Improvements/Almaroof 2 - 5 April 5, 2021
Project Number: 21-3002
The unit contract price per each for “Remove Existing Catch Basin or
Manhole” constitutes complete compensation for all labor, materials,
tools, supplies and equipment necessary to remove the existing
structure as shown on the plans and described in the specifications. The
unit price bid shall include but not be limited to excavation, concrete
plugging any remaining pipes, removal, disposal, dewatering,
backfilling, with gravel borrow and compaction. Any frames, grates, or
risers shall be hauled and disposed of by the Contractor unless deemed
salvageable as determined by the Engineer. The bid item price shall
include any sewer bypass system used.
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
2021 Watermain Improvements/Almaroof 2 - 6 April 5, 2021
Project Number: 21-3002
layer can meet compaction requirements. Fill sections shall be
prepared in accordance with the Standard Specification Section
2-03.3(14)C, Method B except ASTM D-1557 shall determine the
maximum density.
SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-06.5 Measurement and Payment
The cost for work required for compaction of the subgrade shall be
included by the Contractor in the unit contract price of other bid items.
2-07 WATERING
SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
2-07.4 Measurement
The Contractor shall obtain a hydrant meter and permit from the City
Maintenance Shop located at 5821 South 240th Street 253-856-5600 to
measure the quantities of water used. Hydrant wrenches are also
available at the City Maintenance Shops at the Contractors option. No
additional deposit is required for the hydrant wrench. The City shall
provide all water that comes from the City water system.
Prior to issuance of the hydrant meter (and wrench if applicable) and
permit, the Contractor shall make a hydrant meter deposit to the City
Customer Service Division located on the first floor of the Centennial
Center at 400 West Gowe Street 253-856-5200. The said deposit is
refundable provided the Contractor returns the hydrant meter (and
wrench if applicable) to the City Maintenance Shops undamaged.
The Contractor shall provide his own gate valve on the hose side
of the hydrant meter with which to control water flow.
The hydrant meter permit duration is two (2) months. At the end of the
permit duration, the Contractor shall deliver the hydrant meter (and
wrench if applicable) to the City Maintenance Shops for reading. If the
Contractor requires another hydrant meter and permit at the time a
meter is returned to the City Maintenance Shops, he shall request a
meter and one shall be provided. An additional meter deposit will not be
required. The Contractors initial hydrant meter deposit shall be
transferred to the new meter issued.
The Veterans Drive body of work is located within Highline Water
District and temporary hydrant meter procurement shall conform with
their permit requirements. Payment is described in Section 7-09.5.
2021 Watermain Improvements/Almaroof 4 - 1 April 5, 2021
Project Number: 21-3002
DIVISION 4 – BASES
4-04 BALLAST AND CRUSHED SURFACING
4-04.3 Construction Requirements
SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
4-04.3(2) Subgrade
The Contractor is responsible for any delays or costs incurred as a
result of placing ballast or surface materials before approval is received
from the Engineer.
SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING:
4-04.3(5) Shaping and Compaction
Surfacing shall be compacted in depths not to exceed 6 inches except
top course shall not exceed 2 inches unless otherwise directed. Density
shall be at least 95 percent of maximum density per ASTM D-1557
using a nuclear gauge. Compaction of each layer must be approved by
the Engineer before the next succeeding layer of surfacing or pavement
is placed thereon.
SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
4-04.3(7) Miscellaneous Requirements
The Contractor is solely responsible for any delays or additional costs
incurred as a result of placing ballast or succeeding courses of surfacing
materials before approval to proceed is received from the Engineer.
SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
4-04.5 Payment
“Crushed Surfacing Top Course, 5/8 Inch Minus”
“Crushed Surfacing Base Course, 1-1/4 Inch Minus”
The unit contract price per ton for the above items 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.
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Project Number: 18-3005
DIVISION 5 – SURFACE TREATMENTS AND PAVEMENTS
NOTE: If the contract also includes underground utility construction, permanent
surface treatments and pavements shall not be placed until an as-built survey and
testing of the new underground utilities have been completed.
Verification that utility construction conforms to the line and grade requirements of
Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the
Engineer prior to authorizing paving to begin. Also, each new utility must pass all
appropriate tests specified herein for the type of utility prior to paving.
5-02 BITUMINOUS SURFACE TREATMENT
SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-02.5 Payment
Anti-stripping additive shall be included in the price of asphalt (grade)
per ton. The quantity of asphalt material shall not be reduced by the
quantity of anti-stripping additive.
5-04 HOT MIX ASPHALT
SECTION 5-04 IS DELETED AND REPLACED IN ITS ENTIRETY WITH THE
FOLLOWING:
5-04.1 Description
This Work shall consist of providing and placing one or more layers of
plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in
accordance with these Specifications and the lines, grades, thicknesses,
and typical cross-sections shown in the Plans. The manufacture of HMA
may include warm mix asphalt (WMA) processes in accordance with
these Specifications. WMA processes include organic additives, chemical
additives, and foaming.
HMA shall be composed of asphalt binder and mineral materials as may
be required, mixed in the proportions specified to provide a
homogeneous, stable, and workable mixture.
5-04.2 Materials
Materials shall meet the requirements of the following sections:
Portland Cement 9-01
Asphalt Binder 9-02.1(4)
Cationic Emulsified Asphalt 9-02.1(6)
Anti-Stripping Additive 9-02.4
HMA Additive 9-02.5
Sand 9-03.1(2)
(As noted in 5-04.3(5)C for crack sealing)
Aggregates 9-03.8
Recycled Asphalt Pavement 9-03.8(3)B
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Project Number: 18-3005
Mineral Filler 9-03.8(5)
Recycled Material 9-03.21
Joint Sealant 9-04.2
Foam Backer Rod 9-04.2(3)A
The Contract documents may establish that the various mineral
materials required for the manufacture of HMA will be furnished in
whole or in part by the Contracting Agency. If the documents do not
establish the furnishing of any of these mineral materials by the
Contracting Agency, the Contractor shall be required to furnish such
materials in the amounts required for the designated mix. Mineral
materials include coarse and fine aggregates, and mineral filler.
The Contractor may choose to utilize recycled asphalt pavement (RAP)
in the production of HMA. The RAP may be from pavements removed
under the Contract, if any, or pavement material from an existing
stockpile.
The Contractor may use up to 20 percent RAP by total weight of HMA
with no additional sampling or testing of the RAP. The RAP shall be
sampled and tested at a frequency of one sample for every 1,000 tons
produced and not less than ten samples per project. The asphalt
content and gradation test data shall be reported to the Contracting
Agency when submitting the mix design for approval on the QPL. The
Contractor shall include the RAP as part of the mix design as defined in
these Specifications.
The grade of asphalt binder shall be as required by the Contract.
Blending of asphalt binder from different sources is not permitted.
The Contractor may only use warm mix asphalt (WMA) processes in the
production of HMA with 20 percent or less RAP by total weight of HMA.
The Contractor shall submit to the Engineer for approval the process
that is proposed and how it will be used in the manufacture of HMA.
Production of aggregates shall comply with the requirements of Section
3-01.
Preparation of stockpile site, the stockpiling of aggregates, and the
removal of aggregates from stockpiles shall comply with the
requirements of Section 3-02.
ESAL's
The minimum number of ESAL's for the design and acceptance of the
HMA in the contract shall be 11 million.
5-04.2(1) How to Get an HMA Mix Design on the QPL
If the contractor wishes to submit a mix design for inclusion in the
Qualified Products List (QPL), comply with each of the following:
Develop the mix design in accordance with WSDOT SOP 732.
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Project Number: 18-3005
Develop a mix design that complies with Sections 9-03.8(2) and 9-
03.8(6).
Develop a mix design no more than 6 months prior to submitting it
for QPL evaluation.
Submit mix designs to the WSDOT State Materials Laboratory in
Tumwater, including WSDOT Form 350-042.
Include representative samples of the materials that are to be
used in the HMA production as part of the mix design submittal.
Identify the brand, type, and percentage of anti-stripping additive
in the mix design submittal.
Include with the mix design submittal a certification from the
asphalt binder supplier that the anti-stripping additive is
compatible with the crude source and the formulation of asphalt
binder proposed for use in the mix design.
Do not include warm mix asphalt (WMA) additives when
developing a mix design or submitting a mix design for QPL
evaluation. The use of warm mix asphalt (WMA) additives is not
part of the process for obtaining approval for listing a mix design
on the QPL. Refer to Section 5-04.2(2)B.
The Contracting Agency’s basis for approving, testing, and evaluating
HMA mix designs for approval on the QPL is dependent on the
contractual basis for acceptance of the HMA mixture, as shown in Table
1.
Table 1
Basis for Contracting Agency Evaluation of HMA Mix Designs for
Approval on the QPL
Contractual Basis for
Acceptance of HMA
Mixture
[see Section
5-04.3(9)]
Basis for Contracting
Agency Approval of
Mix Design for
Placement on QPL
Contracting Agency
Materials Testing for
Evaluation of the Mix
Design
Statistical Evaluation WSDOT Standard
Practice QC-8
The Contracting Agency will
test the mix design materials
for compliance with Sections
9-03.8(2) and 9-03.8(6).
Visual Evaluation Review of Form 350-042
for compliance with
Sections 9-03.8(2) and
9-03.8(6)
The Contracting Agency may
elect to test the mix design
materials, or evaluate in
accordance with WSDOT
Standard Practice QC-8, at
its sole discretion.
If the Contracting Agency approves the mix design, it will be listed on
the QPL for 12 consecutive months. The Contracting Agency may
extend the 12 month listing provided the Contractor submits a
certification letter to the Qualified Products Engineer verifying that the
aggregate source and job mix formula (JMF) gradation, and asphalt
binder crude source and formulation have not changed. The Contractor
may submit the certification no sooner than three months prior to
expiration of the initial 12 month mix design approval. Within 7
calendar days of receipt of the Contractor’s certification, the
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Project Number: 18-3005
Contracting Agency will update the QPL. The maximum duration for
approval of a mix design and listing on the QPL will be 24 months from
the date of initial approval or as approved by the Engineer.
5-04.2(1)A Vacant
5-04.2(2) Mix Design – Obtaining Project Approval
No paving shall begin prior to the approval of the mix design by the
Engineer.
Nonstatistical evaluation will be used for all HMA not designated as
Commercial HMA in the contract documents.
Commercial evaluation will be used for Commercial HMA and for other
classes of HMA in the following applications: sidewalks, road
approaches, ditches, slopes, paths, trails, gores, prelevel, and
pavement repair. Other nonstructural applications of HMA accepted by
commercial evaluation shall be as approved by the Project Engineer.
Sampling and testing of HMA accepted by commercial evaluation will be
at the option of the Project Engineer. The Proposal quantity of HMA that
is accepted by commercial evaluation will be excluded from the
quantities used in the determination of nonstatistical evaluation.
Nonstatistical Mix Design. Fifteen days prior to the first day of
paving the contractor shall provide one of the following mix design
verification certifications for Contracting Agency review;
The WSDOT Mix Design Evaluation Report from the current WSDOT
QPL, or one of the mix design verification certifications listed
below.
The proposed HMA mix design on WSDOT Form 350-042 with the
seal and certification (stamp and signature) of a valid licensed
Washington State Professional Engineer.
The Mix Design Report for the proposed HMA mix design developed
by a qualified City or County laboratory that is within one year of
the approval date.
The mix design shall be performed by a lab accredited by a national
authority such as Laboratory Accreditation Bureau, L-A-B for
Construction Materials Testing, The Construction Materials Engineering
Council (CMEC’s) ISO 17025 or AASHTO Accreditation Program (AAP)
and shall supply evidence of participation in the AASHTO: resource
proficiency sample program.
Mix designs for HMA accepted by Nonstatistical evaluation shall;
Have the aggregate structure and asphalt binder content determined in
accordance with WSDOT Standard Operating Procedure 732 and meet
the requirements of Sections 9-03.8(2), except that Hamburg testing
for ruts and stripping are at the discretion of the Engineer, and
9-03.8(6).
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Project Number: 18-3005
Have anti-strip requirements, if any, for the proposed mix design
determined in accordance with AASHTO T 283 or T 324, or based on
historic anti-strip and aggregate source compatibility from previous
WSDOT lab testing.
At the discretion of the Engineer, agencies may accept verified mix
designs older than 12 months from the original verification date with a
certification from the Contractor that the materials and sources are the
same as those shown on the original mix design.
Commercial Evaluation Approval of a mix design for “Commercial
Evaluation” will be based on a review of the Contractor’s submittal of
WSDOT Form 350-042 (For commercial mixes, AASHTO T 324
evaluation is not required) or a Mix Design from the current WSDOT
QPL or from one of the processes allowed by this section. Testing of the
HMA by the Contracting Agency for mix design approval is not required.
For the Bid Item Commercial HMA, the Contractor shall select a class of
HMA and design level of Equivalent Single Axle Loads (ESAL’s) specified
herein.
5-04.2(2)B Using Warm Mix Asphalt Processes
The Contractor may elect to use additives that reduce the optimum
mixing temperature or serve as a compaction aid for producing HMA.
Additives include organic additives, chemical additives and foaming
processes. The use of Additives is subject to the following:
Do not use additives that reduce the mixing temperature more
than allowed in Section 5-04.3(6) in the production of mixtures.
Before using additives, obtain the Engineer’s approval using
WSDOT Form 350-076 to describe the proposed additive and
process.
5-04.3 Construction Requirements
5-04.3(1) Weather Limitations
Do not place HMA for wearing course on any Traveled Way beginning
October 1st through March 31st of the following year without written
concurrence from the Engineer.
Do not place HMA on any wet surface, or when the average surface
temperatures are less than those specified below, or when weather
conditions otherwise prevent the proper handling or finishing of the
HMA.
Minimum Surface Temperature for Paving
Compacted Thickness
(Feet)
Wearing Course Other Courses
Less than 0.10 55◦F 45◦F
0.10 to 0.20 45◦F 35◦F
More than 0.20 35◦F 35◦F
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Project Number: 18-3005
5-04.3(2) Paving Under Traffic
When the Roadway being paved is open to traffic, the requirements of
this Section shall apply.
The Contractor shall keep intersections open to traffic at all times
except when paving the intersection or paving across the intersection.
During such time, and provided that there has been an advance
warning to the public, the intersection may be closed for the minimum
time required to place and compact the mixture. In hot weather, the
Engineer may require the application of water to the pavement to
accelerate the finish rolling of the pavement and to shorten the time
required before reopening to traffic.
Before closing an intersection, advance warning signs shall be placed
and signs shall also be placed marking the detour or alternate route.
During paving operations, temporary pavement markings shall be
maintained throughout the project. Temporary pavement markings
shall be installed on the Roadway prior to opening to traffic. Temporary
pavement markings shall be in accordance with Section 8-23.
All costs in connection with performing the Work in accordance with
these requirements shall be included in the unit Contract prices for the
various Bid items involved in the Contract.
5-04.3(3) Equipment
5-04.3(3)A Mixing Plant
Plants used for the preparation of HMA shall conform to the following
requirements:
1. Equipment for Preparation of Asphalt Binder – Tanks for the
storage of asphalt binder shall be equipped to heat and hold the
material at the required temperatures. The heating shall be
accomplished by steam coils, electricity, or other approved means
so that no flame shall be in contact with the storage tank. The
circulating system for the asphalt binder shall be designed to
ensure proper and continuous circulation during the operating
period. A valve for the purpose of sampling the asphalt binder shall
be placed in either the storage tank or in the supply line to the
mixer.
2. Thermometric Equipment – An armored thermometer, capable
of detecting temperature ranges expected in the HMA mix, shall be
fixed in the asphalt binder feed line at a location near the charging
valve at the mixer unit. The thermometer location shall be
convenient and safe for access by Inspectors. The plant shall also
be equipped with an approved dial-scale thermometer, a mercury
actuated thermometer, an electric pyrometer, or another approved
thermometric instrument placed at the discharge chute of the drier
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Project Number: 18-3005
to automatically register or indicate the temperature of the heated
aggregates. This device shall be in full view of the plant operator.
3. Heating of Asphalt Binder – The temperature of the asphalt
binder shall not exceed the maximum recommended by the
asphalt binder manufacturer nor shall it be below the minimum
temperature required to maintain the asphalt binder in a
homogeneous state. The asphalt binder shall be heated in a
manner that will avoid local variations in heating. The heating
method shall provide a continuous supply of asphalt binder to the
mixer at a uniform average temperature with no individual
variations exceeding 25°F. Also, when a WMA additive is included
in the asphalt binder, the temperature of the asphalt binder shall
not exceed the maximum recommended by the manufacturer of
the WMA additive.
4. Sampling and Testing of Mineral Materials – The HMA plant
shall be equipped with a mechanical sampler for the sampling of
the mineral materials. The mechanical sampler shall meet the
requirements of Section 1-05.6 for the crushing and screening
operation. The Contractor shall provide for the setup and operation
of the field testing facilities of the Contracting Agency as provided
for in Section 3-01.2(2).
5. Sampling HMA – The HMA plant shall provide for sampling HMA
by one of the following methods:
a. A mechanical sampling device attached to the HMA plant.
b. Platforms or devices to enable sampling from the hauling
vehicle without entering the hauling vehicle.
5-04.3(3)B Hauling Equipment
Trucks used for hauling HMA shall have tight, clean, smooth metal beds
and shall have a cover of canvas or other suitable material of sufficient
size to protect the mixture from adverse weather. Whenever the
weather conditions during the work shift include, or are forecast to
include, precipitation or an air temperature less than 45°F or when time
from loading to unloading exceeds 30 minutes, the cover shall be
securely attached to protect the HMA.
The Contractor shall provide an environmentally benign means to
prevent the HMA mixture from adhering to the hauling equipment.
Excess release agent shall be drained prior to filling hauling equipment
with HMA. Petroleum derivatives or other coating material that
contaminate or alter the characteristics of the HMA shall not be used.
For live bed trucks, the conveyer shall be in operation during the
process of applying the release agent.
5-04.3(3)C Pavers
HMA pavers shall be self-contained, power-propelled units, provided
with an internally heated vibratory screed and shall be capable of
spreading and finishing courses of HMA plant mix material in lane
widths required by the paving section shown in the Plans.
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Project Number: 18-3005
The HMA paver shall be in good condition and shall have the most
current equipment available from the manufacturer for the prevention
of segregation of the HMA mixture installed, in good condition, and in
working order. The equipment certification shall list the make, model,
and year of the paver and any equipment that has been retrofitted.
The screed shall be operated in accordance with the manufacturer’s
recommendations and shall effectively produce a finished surface of the
required evenness and texture without tearing, shoving, segregating, or
gouging the mixture. A copy of the manufacturer’s recommendations
shall be provided upon request by the Contracting Agency. Extensions
will be allowed provided they produce the same results, including ride,
density, and surface texture as obtained by the primary screed.
Extensions without augers and an internally heated vibratory screed
shall not be used in the Traveled Way.
When specified in the Contract, reference lines for vertical control will
be required. Lines shall be placed on both outer edges of the Traveled
Way of each Roadway. Horizontal control utilizing the reference line will
be permitted. The grade and slope for intermediate lanes shall be
controlled automatically from reference lines or by means of a mat
referencing device and a slope control device. When the finish of the
grade prepared for paving is superior to the established tolerances and
when, in the opinion of the Engineer, further improvement to the line,
grade, cross-section, and smoothness can best be achieved without the
use of the reference line, a mat referencing device may be substituted
for the reference line. Substitution of the device will be subject to the
continued approval of the Engineer. A joint matcher may be used
subject to the approval of the Engineer. The reference line may be
removed after the completion of the first course of HMA when approved
by the Engineer. Whenever the Engineer determines that any of these
methods are failing to provide the necessary vertical control, the
reference lines will be reinstalled by the Contractor.
The Contractor shall furnish and install all pins, brackets, tensioning
devices, wire, and accessories necessary for satisfactory operation of
the automatic control equipment.
If the paving machine in use is not providing the required finish, the
Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning
or solvent type liquids spilled on the pavement shall be thoroughly
removed before paving proceeds.
5-04.3(3)D Material Transfer Device or Material Transfer Vehicle
Use a material transfer device or material transfer vehicle (MTD/V) to
deliver the HMA from the hauling equipment to the paving machine for
any lift in (or partially in) the top 0.30 feet of the pavement section
used in traffic lanes. However, an MTD/V is not required for HMA placed
in irregular shaped and minor areas such as tapers and turn lanes.
The MTD/V shall mix the HMA after delivery by the hauling equipment
and prior to laydown by the paving machine. Mixing of the HMA shall be
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Project Number: 18-3005
sufficient to obtain a uniform temperature throughout the mixture. If a
windrow elevator is used, the length of the windrow may be limited in
urban areas or through intersections, at the discretion of the Engineer.
To be approved for use, an MTV:
1. Shall be self-propelled vehicle, separate from the hauling vehicle
or paver.
2. Shall not be connected to the hauling vehicle or paver.
3. May accept HMA directly from the haul vehicle or pick up HMA from
a windrow.
4. Shall mix the HMA after delivery by the hauling equipment and
prior to placement into the paving machine.
5. Shall mix the HMA sufficiently to obtain a uniform temperature
throughout the mixture.
To be approved for use, an MTD:
1. Shall be positively connected to the paver.
2. May accept HMA directly from the haul vehicle or pick up HMA from
a windrow.
3. Shall mix the HMA after delivery by the hauling equipment and
prior to placement into the paving machine.
4. Shall mix the HMA sufficiently to obtain a uniform temperature
throughout the mixture.
The material transfer device or vehicle (MTD/V) is not required
in 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.
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Compaction of preleveling HMA shall be to the satisfaction of the
Engineer and may require the use of small steel wheel rollers, plate
compactors, or pneumatic rollers to avoid bridging across preleveled
areas by the compaction equipment. Equipment used for the
compaction of preleveling HMA shall be approved by the Engineer.
Before construction of HMA on an existing paved surface, the entire
surface of the pavement shall be clean. All fatty asphalt patches, grease
drippings, and other objectionable matter shall be entirely removed
from the existing pavement. All pavements or bituminous surfaces shall
be thoroughly cleaned of dust, soil, pavement grindings, and other
foreign matter. All holes and small depressions shall be filled with an
appropriate class of HMA. The surface of the patched area shall be
leveled and compacted thoroughly. Prior to the application of tack coat,
or paving, the condition of the surface shall be approved by the
Engineer.
A tack coat of asphalt shall be applied to all paved surfaces on which
any course of HMA is to be placed or abutted; except that tack coat
may be omitted from clean, newly paved surfaces at the discretion of
the Engineer. Tack coat shall be uniformly applied to cover the existing
pavement with a thin film of residual asphalt free of streaks and bare
spots at a rate between 0.02 and 0.10 gallons per square yard of
retained asphalt. The rate of application shall be approved by the
Engineer. A heavy application of tack coat shall be applied to all joints.
For Roadways open to traffic, the application of tack coat shall be
limited to surfaces that will be paved during the same working shift.
The spreading equipment shall be equipped with a thermometer to
indicate the temperature of the tack coat material.
Equipment shall not operate on tacked surfaces until the tack has
broken and cured. If the Contractor’s operation damages the tack coat
it shall be repaired prior to placement of the HMA.
The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1
and CSS-1h emulsified asphalt may be diluted once with water at a rate
not to exceed one part water to one part emulsified asphalt. The tack
coat shall have sufficient temperature such that it may be applied
uniformly at the specified rate of application and shall not exceed the
maximum temperature recommended by the emulsified asphalt
manufacturer.
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
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material. Do not overheat pavement. Do not use direct flame dryers.
Routing cracks is not required.
Sand Slurry: For cracks that are to be filled with sand slurry,
thoroughly mix the components and pour the mixture into the cracks
until full. Add additional CSS-1 cationic emulsified asphalt to the sand
slurry as needed for workability to ensure the mixture will completely
fill the cracks. Strike off the sand slurry flush with the existing
pavement surface and allow the mixture to cure. Top off cracks that
were not completely filled with additional sand slurry. Do not place the
HMA overlay until the slurry has fully cured.
The sand slurry shall consist of approximately 20 percent CSS-1
emulsified asphalt, approximately 2 percent portland cement, water (if
required), and the remainder clean Class 1 or 2 fine aggregate per
Section 9-03.1(2). The components shall be thoroughly mixed and then
poured into the cracks and joints until full. The following day, any
cracks or joints that are not completely filled shall be topped off with
additional sand slurry. After the sand slurry is placed, the filler shall be
struck off flush with the existing pavement surface and allowed to cure.
The HMA overlay shall not be placed until the slurry has fully cured. The
requirements of Section 1-06 will not apply to the portland cement and
sand used in the sand slurry.
In areas where HMA will be placed, use sand slurry to fill the cracks.
In areas where HMA will not be placed, fill the cracks as follows:
1. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant.
2. Cracks greater than 1 inch in width – fill with sand slurry.
Hot Poured Sealant: For cracks that are to be filled with hot poured
sealant, apply the material in accordance with these requirements and
the manufacturer’s recommendations. Furnish a Type 1 Working
Drawing of the manufacturer’s product information and
recommendations to the Engineer prior to the start of work, including
the manufacturer’s recommended heating time and temperatures,
allowable storage time and temperatures after initial heating, allowable
reheating criteria, and application temperature range. Confine hot
poured sealant material within the crack. Clean any overflow of sealant
from the pavement surface. If, in the opinion of the Engineer, the
Contractor’s method of sealing the cracks with hot poured sealant
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:
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Project Number: 18-3005
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 excavate pavement repair areas and shall backfill
these with HMA in accordance with the details shown in the Plans and
as marked in the field. The Contractor shall conduct the excavation
operations in a manner that will protect the pavement that is to remain.
Pavement not designated to be removed that is damaged as a result of
the Contractor’s operations shall be repaired by the Contractor to the
satisfaction of the Engineer at no cost to the Contracting Agency. The
Contractor shall excavate only within one lane at a time unless
approved otherwise by the Engineer. The Contractor shall not excavate
more area than can be completely finished during the same shift,
unless approved by the Engineer.
Unless otherwise shown in the Plans or determined by the Engineer,
excavate to a depth of 1.0 feet. The Engineer will make the final
determination of the excavation depth required. The minimum width of
any pavement repair area shall be 40 inches unless shown otherwise in
the Plans. Before any excavation, the existing pavement shall be
sawcut or shall be removed by a pavement grinder. Excavated
materials will become the property of the Contractor and shall be
disposed of in a Contractor-provided site off the Right of Way or used in
accordance with Sections 2-02.3(3) or 9-03.21.
Asphalt for tack coat shall be required as specified in Section
5-04.3(4). A heavy application of tack coat shall be applied to all
surfaces of existing pavement in the pavement repair area.
Placement of the HMA backfill shall be accomplished in lifts not to
exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of
compacted depth may be accomplished with the approval of the
Engineer. Each lift shall be thoroughly compacted by a mechanical
tamper or a roller.
5-04.3(5) Producing/Stockpiling Aggregates and RAP
Aggregates and RAP shall be stockpiled according to the requirements
of Section 3-02. Sufficient storage space shall be provided for each size
of aggregate and RAP. Materials shall be removed from stockpile(s) in a
manner to ensure minimal segregation when being moved to the HMA
plant for processing into the final mixture. Different aggregate sizes
shall be kept separated until they have been delivered to the HMA
plant.
5-04.3(5)A Vacant
5-04.3(6) Mixing
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After the required amount of mineral materials, asphalt binder,
recycling agent and anti-stripping additives have been introduced into
the mixer the HMA shall be mixed until complete and uniform coating of
the particles and thorough distribution of the asphalt binder throughout
the mineral materials is ensured.
When discharged, the temperature of the HMA shall not exceed the
optimum mixing temperature by more than 25°F as shown on the
reference mix design report or as approved by the Engineer. Also, when
a WMA additive is included in the manufacture of HMA, the discharge
temperature of the HMA shall not exceed the maximum recommended
by the manufacturer of the WMA additive. A maximum water content of
2 percent in the mix, at discharge, will be allowed providing the water
causes no problems with handling, stripping, or flushing. If the water in
the HMA causes any of these problems, the moisture content shall be
reduced as directed by the Engineer.
Storing or holding of the HMA in approved storage facilities will be
permitted with approval of the Engineer, but in no event shall the HMA
be held for more than 24 hours. HMA held for more than 24 hours after
mixing shall be rejected. Rejected HMA shall be disposed of by the
Contractor at no expense to the Contracting Agency. The storage
facility shall have an accessible device located at the top of the cone or
about the third point. The device shall indicate the amount of material
in storage. No HMA shall be accepted from the storage facility when the
HMA in storage is below the top of the cone of the storage facility,
except as the storage facility is being emptied at the end of the
working shift.
Recycled asphalt pavement (RAP) utilized in the production of HMA shall
be sized prior to entering the mixer so that a uniform and thoroughly
mixed HMA is produced. If there is evidence of the recycled asphalt
pavement not breaking down during the heating and mixing of the
HMA, the Contractor shall immediately suspend the use of the RAP until
changes have been approved by the Engineer. After the required
amount of mineral materials, RAP, new asphalt binder and asphalt
rejuvenator have been introduced into the mixer the HMA shall be
mixed until complete and uniform coating of the particles and thorough
distribution of the asphalt binder throughout the mineral materials, and
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
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Project Number: 18-3005
HMA Class ¾” and HMA Class ½”
wearing course/final lift 0.17 feet
other courses 0.25 feet
HMA Class ⅜” 0.17 feet
On areas where irregularities or unavoidable obstacles make the use of
mechanical spreading and finishing equipment impractical, the paving
may be done with other equipment or by hand.
When more than one JMF is being utilized to produce HMA, the material
produced for each JMF shall be placed by separate spreading and
compacting equipment. The intermingling of HMA produced from more
than one JMF is prohibited. Each strip of HMA placed during a work shift
shall conform to a single JMF established for the class of HMA specified
unless there is a need to make an adjustment in the JMF.
Reference Section 8-20.3(14)C of the Kent Special Provisions for the
placement of traffic signal detection loops.
5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA
For HMA accepted by nonstatistical evaluation the aggregate properties
of sand equivalent, uncompacted void content and fracture will be
evaluated in accordance with Section 3-04. Sampling and testing of
aggregates for HMA accepted by commercial evaluation will be at the
option of the Engineer.
5-04.3(9) HMA Mixture Acceptance
Acceptance of HMA shall be as provided under nonstatistical, or
commercial evaluation.
Nonstatistical evaluation will be used for the acceptance of HMA unless
Commercial Evaluation is specified.
Commercial evaluation will be used for Commercial HMA and for other
classes of HMA in the following applications: sidewalks, road
approaches, ditches, slopes, paths, trails, gores, prelevel, temporary
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:
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Project Number: 18-3005
For Asphalt Binder and Air Voids (Va), the acceptance limits are
determined by adding the tolerances below to the approved JMF
values. These values will also be the Upper Specification Limit
(USL) and Lower Specification Limit (LSL) required in Section
1-06.2(2)D2
Property Non-Statistical Evaluation Commercial Evaluation
Asphalt Binder +/- 0.5% +/- 0.7%
Air Voids, Va 2.5% min. and 5.5% max N/A
For Aggregates in the mixture:
a. First, determine preliminary upper and lower acceptance
limits by applying the following tolerances to the approved
JMF.
Aggregate Percent Passing Non-Statistical
Evaluation
Commercial
Evaluation
1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8%
No. 4 sieve +/-6% +/- 8%
No. 8 Sieve +/- 6% +/-8%
No. 200 sieve +/- 2.0% +/- 3.0%
b. Second, adjust the preliminary upper and lower acceptance
limits determined from step (a) the minimum amount
necessary so that none of the aggregate properties are
outside the control points in Section 9-03.8(6). The resulting
values will be the upper and lower acceptance limits for
aggregates, as well as the USL and LSL required in Section
1-06.2(2)D2.
2. Job Mix Formula Adjustments – An adjustment to the aggregate
gradation or asphalt binder content of the JMF requires approval of
the Engineer. Adjustments to the JMF will only be considered if the
change produces material of equal or better quality and may
require the development of a new mix design if the adjustment
exceeds the amounts listed below.
a. Aggregates –2 percent for the aggregate passing the 1½″,
1″, ¾″, ½″, ⅜″, and the No. 4 sieves, 1 percent for
aggregate passing the No. 8 sieve, and 0.5 percent for the
aggregate 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
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Project Number: 18-3005
5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation
HMA mixture which is accepted by Nonstatistical Evaluation will be
evaluated by the Contracting Agency by dividing the HMA tonnage into
lots.
5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots
A lot is represented by randomly selected samples of the same mix
design that will be tested for acceptance. A lot is defined as the total
quantity of material or work produced for each Job Mix Formula placed.
Only one lot per JMF is expected. A sublot shall be equal to one day’s
production or 800 tons, whichever is less except that the final sublot
will be a minimum of 400 tons and may be increased to 1200 tons.
All of the test results obtained from the acceptance samples from a
given lot shall be evaluated collectively. If the Contractor requests a
change to the JMF that is approved, the material produced after the
change will be evaluated on the basis of the new JMF for the remaining
sublots in the current lot and for acceptance of subsequent lots. For a
lot in progress with a CPF less than 0.75, a new lot will begin at the
Contractor’s request after the Engineer is satisfied that material
conforming to the Specifications can be produced.
Sampling and testing for evaluation shall be performed on the
frequency of one sample per sublot.
5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling
Samples for acceptance testing shall be obtained by the Contractor
when ordered by the Engineer. The Contractor shall sample the HMA
mixture in the presence of the Engineer and in accordance with
AASHTO T 168. A minimum of three samples should be taken for each
class of HMA placed on a project. If used in a structural application, at
least one of the three samples shall to be tested.
Sampling and testing HMA in a Structural application where quantities
are less than 400 tons is at the discretion of the Engineer.
For HMA used in a structural application and with a total project
quantity less than 800 tons but more than 400 tons, a minimum of one
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.
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5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing
Testing of HMA for compliance of Va will be at the option of the
Contracting Agency. If tested, compliance of Va will use WSDOT SOP
731.
Testing for compliance of asphalt binder content will be by WSDOT FOP
for AASHTO T 308.
Testing for compliance of gradation will be by FOP for WAQTC T 27/T
11.
5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors
For each lot of material falling outside the tolerance limits in
5-04.3(9), the Contracting Agency will determine a Composite Pay
Factor (CPF) using the following price adjustment factors:
Table of Price Adjustment Factors
Constituent Factor “f”
All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ and No.4 sieves 2
All aggregate passing No. 8 sieve 15
All aggregate passing No. 200 sieve 20
Asphalt binder 40
Air Voids (Va) (where applicable) 20
Each lot of HMA produced under Nonstatistical Evaluation and having all
constituents falling within the tolerance limits of the job mix formula
shall be accepted at the unit Contract price with no further evaluation.
When one or more constituents fall outside the nonstatistical tolerance
limits in the Job Mix Formula shown in Table of Price Adjustment
Factors, the lot shall be evaluated in accordance with Section 1-06.2 to
determine the appropriate CPF. The nonstatistical tolerance limits will
be used in the calculation of the CPF and the maximum CPF shall be
1.00. When less than three sublots exist, backup samples of the
existing sublots or samples from the Roadway shall be tested to provide
a minimum of three sets of results for evaluation.
5-04.3(9)C5 Vacant
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
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Project Number: 18-3005
quantity of HMA in the lot in tons, and the unit Contract price per ton of
mix.
If a constituent is not measured in accordance with these
Specifications, its individual pay factor will be considered 1.00 in
calculating the Composite Pay Factor (CPF).
5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests
The Contractor may request a sublot be retested. To request a retest,
the Contractor shall submit a written request within 7 calendar days
after the specific test results have been received. A split of the original
acceptance sample will be retested. The split of the sample will not be
tested with the same tester that ran the original acceptance test. The
sample will be tested for a complete gradation analysis, asphalt binder
content, and, at the option of the agency, Va. The results of the retest
will be used for the acceptance of the HMA in place of the original
sublot sample test results. The cost of testing will be deducted from any
monies due or that may come due the Contractor under the Contract at
the rate of $500 per sample.
5-04.3 (9)D Mixture Acceptance – Commercial Evaluation
If sampled and tested, HMA produced under Commercial Evaluation and
having all constituents falling within the tolerance limits of the job mix
formula shall be accepted at the unit Contract price with no further
evaluation. When one or more constituents fall outside the commercial
tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall
be evaluated in accordance with Section 1-06.2 to determine the
appropriate CPF. The commercial tolerance limits will be used in the
calculation of the CPF and the maximum CPF shall be 1.00. When less
than three sublots exist, backup samples of the existing sublots or
samples from the street shall be tested to provide a minimum of three
sets of results for evaluation.
For each lot of HMA mix produced and tested under Commercial
Evaluation when the calculated CPF is less than 1.00, a Nonconforming
Mix Factor (NCMF) will be determined. The NCMF equals the algebraic
difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix
Compliance Price Adjustment will be calculated as the product of the
NCMF, the quantity of HMA in the lot in tons, and the unit Contract
price per ton of mix.
If a constituent is not measured in accordance with these
Specifications, its individual pay factor will be considered 1.00 in
calculating the Composite Pay Factor (CPF).
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
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Project Number: 18-3005
relative density. The specified level of relative density shall be a
Composite Pay Factor (CPF) of not less than 0.75 when evaluated in
accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92
percent of the maximum density). The maximum density shall be
determined by WSDOT FOP for AASHTO T 729. The specified level of
density attained will be determined by the evaluation of the density of
the pavement. The density of the pavement shall be determined in
accordance with WSDOT FOP for WAQTC TM 8, except that gauge
correlation will be at the discretion of the Engineer, when using the
nuclear density gauge and WSDOT SOP 736 when using cores to
determine density.
Tests for the determination of the pavement density will be taken in
accordance with the required procedures for measurement by a nuclear
density gauge or roadway cores after completion of the finish rolling.
If the Contracting Agency uses a nuclear density gauge to determine
density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T
729 will be used on the day the mix is placed and prior to opening to
traffic.
Roadway cores for density may be obtained by either the Contracting
Agency or the Contractor in accordance with WSDOT SOP 734. The core
diameter shall be 4-inches minimum, unless otherwise approved by the
Engineer. Roadway cores will be tested by the Contracting Agency in
accordance with WSDOT FOP for AASHTO T 166.
If the Contract includes the Bid item “Roadway Core” the cores shall be
obtained by the Contractor in the presence of the Engineer on the same
day the mix is placed and at locations designated by the Engineer. If
the Contract does not include the Bid item “Roadway Core” the
Contracting Agency may obtain the cores.
For a lot in progress with a CPF less than 0.75, a new lot will begin at
the Contractor’s request after the Engineer is satisfied that material
conforming to the Specifications can be produced.
HMA mixture accepted by commercial evaluation and HMA constructed
under conditions other than those listed above shall be compacted on
the basis of a test point evaluation of the compaction train. The test
point evaluation shall be performed in accordance with instructions
from the Engineer. The number of passes with an approved compaction
train, required to attain the maximum test point density, shall be used
on all subsequent paving.
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
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Project Number: 18-3005
reduction or rejection, the Contractor may request that a core be used
for determination of the relative density of the sublot. The relative
density of the core will replace the relative density determined by the
nuclear density gauge for the sublot and will be used for calculation of
the CPF and acceptance of HMA compaction lot.
When cores are taken by the Contracting Agency at the request of the
Contractor, they shall be requested by noon of the next workday after
the test results for the sublot have been provided or made available to
the Contractor. Core locations shall be outside of wheel paths and as
determined by the Engineer. Traffic control shall be provided by the
Contractor as requested by the Engineer. Failure by the Contractor to
provide the requested traffic control will result in forfeiture of the
request for cores. When the CPF for the lot based on the results of the
HMA cores is less than 1.00, the cost for the coring will be deducted
from any monies due or that may become due the Contractor under the
Contract at the rate of $200 per core and the Contractor shall pay for
the cost of the traffic control.
5-04.3(10)A HMA Compaction – General Compaction Requirements
Compaction shall take place when the mixture is in the proper condition
so that no undue displacement, cracking, or shoving occurs. Areas
inaccessible to large compaction equipment shall be compacted by
other mechanical means. Any HMA that becomes loose, broken,
contaminated, shows an excess or deficiency of asphalt, or is in any
way defective, shall be removed and replaced with new hot mix that
shall be immediately compacted to conform to the surrounding area.
The type of rollers to be used and their relative position in the
compaction sequence shall generally be the Contractor’s option,
provided the specified densities are attained. Unless the Engineer has
approved otherwise, rollers shall only be operated in the static mode
when the internal temperature of the mix is less than 175°F.
Regardless of mix temperature, a roller shall not be operated in a mode
that results in checking or cracking of the mat. Rollers shall only be
operated in static mode on bridge decks.
5-04.3(10)B HMA Compaction – Cyclic Density
Low cyclic density areas are defined as spots or streaks in the
pavement that are less than 90 percent of the theoretical maximum
density. At the Engineer’s discretion, the Engineer may evaluate the
HMA pavement for low cyclic density, and when doing so will follow
WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be
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
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5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots
HMA compaction which is accepted by nonstatistical evaluation will be
based on acceptance testing performed by the Contracting Agency
dividing the project into compaction lots.
A lot is represented by randomly selected samples of the same mix
design that will be tested for acceptance. A lot is defined as the total
quantity of material or work produced for each Job Mix Formula placed.
Only one lot per JMF is expected. A sublot shall be equal to one day’s
production or 400 tons, whichever is less except that the final sublot
will be a minimum of 200 tons and may be increased to 800 tons.
Testing for compaction will be at the rate of 5 tests per sublot per
WSDOT T 738.
The sublot locations within each density lot will be determined by the
Engineer. For a lot in progress with a CPF less than 0.75, a new lot will
begin at the Contractor’s request after the Engineer is satisfied that
material conforming to the Specifications can be produced.
HMA mixture accepted by commercial evaluation and HMA constructed
under conditions other than those listed above shall be compacted on
the basis of a test point evaluation of the compaction train. The test
point evaluation shall be performed in accordance with instructions
from the Engineer. The number of passes with an approved compaction
train, required to attain the maximum test point density, shall be used
on all subsequent paving.
HMA for preleveling shall be thoroughly compacted. HMA that is used to
prelevel wheel ruts shall be compacted with a pneumatic tire roller
unless otherwise approved by the Engineer.
5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance
Testing
The location of the HMA compaction acceptance tests will be randomly
selected by the Engineer from within each sublot, with one test per
sublot.
5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments
For each compaction lot with one or two sublots, having all sublots
attain a relative density that is 92 percent of the reference maximum
density the HMA shall be accepted at the unit Contract price with no
further evaluation. When a sublot does not attain a relative density that
is 92 percent of the reference maximum density, the lot shall be
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.
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Project Number: 18-3005
For compaction below the required 92% a Non-Conforming Compaction
Factor (NCCF) will be determined. The NCCF equals the algebraic
difference of CPF minus 1.00 multiplied by 40 percent. The Compaction
Price Adjustment will be calculated as the product of CPF, the quantity
of HMA in the compaction control lot in tons, and the unit Contract price
per ton of mix.
5-04.3(11) Reject Work
5-04.3(11)A Reject Work General
Work that is defective or does not conform to Contract requirements
shall be rejected. The Contractor may propose, in writing, alternatives
to removal and replacement of rejected material. Acceptability of such
alternative proposals will be determined at the sole discretion of the
Engineer. HMA that has been rejected is subject to the requirements in
Section 1-06.2(2) and this specification, and the Contractor shall
submit a corrective action proposal to the Engineer for approval.
5-04.3(11)B Rejection by Contractor
The Contractor may, prior to sampling, elect to remove any defective
material and replace it with new material. Any such new material will be
sampled, tested, and evaluated for acceptance.
5-04.3(11)C Rejection Without Testing (Mixture or Compaction)
The Engineer may, without sampling, reject any batch, load, or section
of Roadway that appears defective. Material rejected before placement
shall not be incorporated into the pavement. Any rejected section of
Roadway shall be removed.
No payment will be made for the rejected materials or the removal of
the materials unless the Contractor requests that the rejected material
be tested. If the Contractor elects to have the rejected material tested,
a minimum of three representative samples will be obtained and tested.
Acceptance of rejected material will be based on conformance with the
nonstatistical acceptance Specification. If the CPF for the rejected
material is less than 0.75, no payment will be made for the rejected
material; in addition, the cost of sampling and testing shall be borne by
the Contractor. If the CPF is greater than or equal to 0.75, the cost of
sampling and testing will be borne by the Contracting Agency. If the
material is rejected before placement and the CPF is greater than or
equal to 0.75, compensation for the rejected material will be at a CPF of
0.75. If rejection occurs after placement and the CPF is greater than or
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.
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Project Number: 18-3005
5-04.3(11)D Rejection - A Partial Sublot
In addition to the random acceptance sampling and testing, the
Engineer may also isolate from a normal sublot any material that is
suspected of being defective in relative density, gradation or asphalt
binder content. Such isolated material will not include an original
sample location. A minimum of three random samples of the suspect
material will be obtained and tested. The material will then be
statistically evaluated as an independent lot in accordance with Section
1-06.2(2).
5-04.3(11)E Rejection - An Entire Sublot
An entire sublot that is suspected of being defective may be rejected.
When a sublot is rejected a minimum of two additional random samples
from this sublot will be obtained. These additional samples and the
original sublot will be evaluated as an independent lot in accordance
with Section 1-06.2(2).
5-04.3(11)F Rejection - A Lot in Progress
The Contractor shall shut down operations and shall not resume HMA
placement until such time as the Engineer is satisfied that material
conforming to the Specifications can be produced:
1. When the Composite Pay Factor (CPF) of a lot in progress drops
below 1.00 and the Contractor is taking no corrective action, or
2. When the Pay Factor (PF) for any constituent of a lot in progress
drops below 0.95 and the Contractor is taking no corrective action,
or
3. When either the PFi for any constituent or the CPF of a lot in
progress is less than 0.75.
5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction)
An entire lot with a CPF of less than 0.75 will be rejected.
5-04.3(12) Joints
5-04.3(12)A HMA Joints
5-04.3(12)A1 Transverse Joints
The Contractor shall conduct operations such that the placing of the top
or wearing course is a continuous operation or as close to continuous as
possible. Unscheduled transverse joints will be allowed and the roller
may pass over the unprotected end of the freshly laid mixture only
when the placement of the course must be discontinued for such a
length of time that the mixture will cool below compaction temperature.
When the Work is resumed, the previously compacted mixture shall be
cut back to produce a slightly beveled edge for the full thickness of the
course.
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Project Number: 18-3005
A temporary wedge of HMA constructed on a 20H:1V shall be
constructed where a transverse joint as a result of paving or planing is
open to traffic. The HMA in the temporary wedge shall be separated
from the permanent HMA by strips of heavy wrapping paper or other
methods approved by the Engineer. The wrapping paper shall be
removed and the joint trimmed to a slightly beveled edge for the full
thickness of the course prior to resumption of paving.
The material that is cut away shall be wasted and new mix shall be laid
against the cut. Rollers or tamping irons shall be used to seal the joint.
5-04.3(12)A2 Longitudinal Joints
The longitudinal joint in any one course shall be offset from the course
immediately below by not more than 6 inches nor less than 2 inches. All
longitudinal joints constructed in the wearing course shall be located at
a lane line or an edge line of the Traveled Way. A notched wedge joint
shall be constructed along all longitudinal joints in the wearing surface
of new HMA unless otherwise approved by the Engineer. The notched
wedge joint shall have a vertical edge of not less than the maximum
aggregate size or more than ½ of the compacted lift thickness and then
taper down on a slope not steeper than 4H:1V. The sloped portion of
the HMA notched wedge joint shall be uniformly compacted.
5-04.3(12)B Bridge Paving Joint Seals
5-04.3(12)B1 HMA Sawcut and Seal
Prior to placing HMA on the bridge deck, establish sawcut alignment
points at both ends of the bridge paving joint seals to be placed at the
bridge ends, and at interior joints within the bridge deck when and
where shown in the Plans. Establish the sawcut alignment points in a
manner that they remain functional for use in aligning the sawcut after
placing the overlay.
Submit a Type 1 Working Drawing consisting of the sealant
manufacturer’s application procedure.
Construct the bridge paving joint seal as specified on the Plans and in
accordance with the detail shown in the Standard Plans. Construct the
sawcut in accordance with the detail shown in the Standard Plan.
Construct the sawcut in accordance with Section 5-05.3(8)B and the
manufacturer’s application procedure.
5-04.3(12)B2 Paved Panel Joint Seal
Construct the paved panel joint seal in accordance with the
requirements specified in Section 5-04.3(12)B1 and the following
requirement:
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.
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Project Number: 18-3005
5-04.3(13) Surface Smoothness
The completed surface of all courses shall be of uniform texture,
smooth, uniform as to crown and grade, and free from defects of all
kinds. The completed surface of the wearing course shall not vary more
than ⅛ inch from the lower edge of a 10-foot straightedge placed on
the surface parallel to the centerline. The transverse slope of the
completed surface of the wearing course shall vary not more than ¼
inch in 10 feet from the rate of transverse slope shown in the Plans.
When deviations in excess of the above tolerances are found that result
from a high place in the HMA, the pavement surface shall be corrected
by one of the following methods:
1. Removal of material from high places by grinding with an approved
grinding machine, or
2. Removal and replacement of the wearing course of HMA, or
3. By other method approved by the Engineer.
Correction of defects shall be carried out until there are no deviations
anywhere greater than the allowable tolerances.
Deviations in excess of the above tolerances that result from a low
place in the HMA and deviations resulting from a high place where
corrective action, in the opinion of the Engineer, will not produce
satisfactory results will be accepted with a price adjustment. The
Engineer shall deduct from monies due or that may become due to the
Contractor the sum of $500.00 for each and every section of single
traffic lane 100 feet in length in which any excessive deviations
described above are found.
When utility appurtenances such as manhole covers and valve boxes
are located in the traveled way, the utility appurtenances shall be
adjusted to the finished grade prior to paving. This requirement may be
waived when requested by the Contractor, at the discretion of the
Engineer or when the adjustment details provided in the project plan or
specifications call for utility appurtenance adjustments after the
completion of paving.
Utility appurtenance adjustment discussions will be included in the Pre-
Paving planning (5-04.3(14)B3). Submit a written request to waive this
requirement to the Engineer prior to the start of paving.
5-04.3(14) Planing (Milling) Bituminous Pavement
The planing plan must be approved by the Engineer and a pre planing
meeting must be held prior to the start of any planing. See Section
5-04.3(14)B2 for information on planing submittals.
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.
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Project Number: 18-3005
Locations of existing surfacing to be planed are as shown in the
Drawings.
Where planing an existing pavement is specified in the Contract, the
Contractor must remove existing surfacing material and to reshape the
surface to remove irregularities. The finished product must be a
prepared surface acceptable for receiving an HMA overlay.
Use the cold milling method for planing unless otherwise specified in
the Contract. Do not use the planer on the final wearing course of new
HMA.
Conduct planing operations in a manner that does not tear, break,
burn, or otherwise damage the surface which is to remain. The finished
planed surface must be slightly grooved or roughened and must be free
from gouges, deep grooves, ridges, or other imperfections. The
Contractor must repair any damage to the surface by the Contractor’s
planing equipment, using an Engineer approved method.
Repair or replace any metal castings and other surface improvements
damaged by planing, as determined by the Engineer.
A tapered wedge cut must be planed longitudinally along curb lines
sufficient to provide a minimum of 4 inches of curb reveal after
placement and compaction of the final wearing course. The dimensions
of the wedge must be as shown on the Drawings or as specified by the
Engineer.
A tapered wedge cut must also be made at transitions to adjoining
pavement surfaces (meet lines) where butt joints are shown on the
Drawings. Cut butt joints in a straight line with vertical faces 2 inches
or more in height, producing a smooth transition to the existing
adjoining pavement.
After planing is complete, planed surfaces must be swept, cleaned, and
if required by the Contract, patched and preleveled.
The Engineer may direct additional depth planing. Before performing
this additional depth planing, the Contractor must conduct a hidden
metal in pavement detection survey as specified in Section
5-04.3(14)A.
5-04.3(14)A Pre-Planing Metal Detection Check
Before starting planing of pavements, and before any additional depth
planing required by the Engineer, the Contractor must conduct a
physical survey of existing pavement to be planed with equipment that
can identify hidden metal objects.
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.
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Project Number: 18-3005
The Contractor is solely responsible for any damage to equipment
resulting from the Contractor’s failure to conduct a pre-planing metal
detection survey, or from the Contractor’s failure to notify the Engineer
of any hidden metal that is detected.
5-04.3(14)B Paving and Planing Under Traffic
5-04.3(14)B1 General
In addition, the requirements of Section 1-07.23 and the traffic controls
required in Section 1-10, and unless the Contract specifies otherwise or
the Engineer approves, the Contractor must comply with the following:
1. Intersections:
a. Keep intersections open to traffic at all times, except when
paving or planing operations through an intersection requires
closure. Such closure must be kept to the minimum time
required to place and compact the HMA mixture, or plane as
appropriate. For paving, schedule such closure to individual
lanes or portions thereof that allows the traffic volumes and
schedule of traffic volumes required in the approved traffic
control plan. Schedule work so that adjacent intersections are
not impacted at the same time and comply with the traffic
control restrictions required by the Traffic Engineer. Each
individual intersection closure or partial closure, must be
addressed in the traffic control plan, which must be submitted
to and accepted by the Engineer, see Section 1-10.2(2).
b. When planing or paving and related construction must occur
in an intersection, consider scheduling and sequencing such
work into quarters of the intersection, or half or more of an
intersection with side street detours. Be prepared to sequence
the work to individual lanes or portions thereof.
c. Should closure of the intersection in its entirety be necessary,
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.
James St Pavement Rehabilitation/Almaroof 5 - 28 April 5, 2021
Project Number: 18-3005
5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan
The Contractor must submit a separate planing plan and a separate
paving plan to the Engineer at least 5 Working Days in advance of each
operation’s activity start date. These plans must show how the moving
operation and traffic control are coordinated, as they will be discussed
at the pre-planing briefing and pre-paving briefing. When requested by
the Engineer, the Contractor must provide each operation’s traffic
control plan on 24 x 36 inch or larger size Shop Drawings with a scale
showing both the area of operation and sufficient detail of traffic
beyond the area of operation where detour traffic may be required. The
scale on the Shop Drawings is 1 inch = 20 feet, which may be changed
if the Engineer agrees sufficient detail is shown.
The planing operation and the paving operation include, but are not
limited to, metal detection, removal of asphalt and temporary asphalt
of any kind, tack coat and drying, staging of supply trucks, paving
trains, rolling, scheduling, and as may be discussed at the briefing.
When intersections will be partially or totally blocked, provide
adequately sized and noticeable signage alerting traffic of closures to
come, a minimum 2 Working Days in advance. The traffic control plan
must show where police officers will be stationed when signalization is
or may be, countermanded, and show areas where flaggers are
proposed.
At a minimum, the planing and the paving plan must include:
1. A copy of the accepted traffic control plan, see Section
1-10.2(2), detailing each day’s traffic control as it relates to the
specific requirements of that day’s planing and paving. Briefly
describe the sequencing of traffic control consistent with the
proposed planing and paving sequence, and scheduling of
placement of temporary pavement markings and channelizing
devices after each day’s planing, and paving.
2. A copy of each intersection’s traffic control plan.
3. Haul routes from Supplier facilities, and locations of temporary
parking and staging areas, including return routes. Describe the
complete round trip as it relates to the sequencing of paving
operations.
4. Names and locations of HMA Supplier facilities to be used.
5. List of all equipment to be used for paving.
6. List of personnel and associated job classification assigned to each
piece of paving equipment.
7. Description (geometric or narrative) of the scheduled sequence of
planing and of paving, and intended area of planing and of paving
for each day’s work, must include the directions of proposed
planing and of proposed paving, sequence of adjacent lane paving,
sequence of skipped lane paving, intersection planing and paving
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.
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Project Number: 18-3005
8. Names, job titles, and contact information for field, office, and
plant supervisory personnel.
9. A copy of the approved Mix Designs.
10. Tonnage of HMA to be placed each day.
11. Approximate times and days for starting and ending daily
operations.
5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing
At least 2 Working Days before the first paving operation and the first
planing operation, or as scheduled by the Engineer for future paving
and planing operations to ensure the Contractor has adequately
prepared for notifying and coordinating as required in the Contract, the
Contractor must be prepared to discuss that day’s operations as they
relate to other entities and to public safety and convenience, including
driveway and business access, garbage truck operations, Metro transit
operations and working around energized overhead wires, school and
nursing home and hospital and other accesses, other contractors who
may be operating in the area, pedestrian and bicycle traffic, and
emergency services. The Contractor, and Subcontractors that may be
part of that day’s operations, must meet with the Engineer and discuss
the proposed operation as it relates to the submitted planing plan and
paving plan, approved traffic control plan, and public convenience and
safety. Such discussion includes, but is not limited to:
1. General for both Paving Plan and for Planing Plan:
a. The actual times of starting and ending daily operations.
b. In intersections, how to break up the intersection, and
address traffic control and signalization for that operation,
including use of peace officers.
c. The sequencing and scheduling of paving operations and of
planing operations, as applicable, as it relates to traffic
control, to public convenience and safety, and to other
contractors who may operate in the Project Site.
d. Notifications required of Contractor activities, and
coordinating with other entities and the public as necessary.
e. Description of the sequencing of installation and types of
temporary pavement markings as it relates to planing and to
paving.
f. Description of the sequencing of installation of, and the
removal of, temporary pavement patch material around
exposed castings and as may be needed.
g. Description of procedures and equipment to identify hidden
metal in the pavement, such as survey monumentation,
monitoring wells, street car rail, and castings, before planing,
see Section 5-04.3(14)B2.
h. Description of how flaggers will be coordinated with the
planing, paving, and related operations.
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.
James St Pavement Rehabilitation/Almaroof 5 - 30 April 5, 2021
Project Number: 18-3005
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.
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.
5-04.4 Measurement
HMA Cl. ½” PG 58V-22 will be measured by the ton in accordance with
Section 1-09.2, with no deduction being made for the weight of asphalt
binder, mineral filler, or any other component of the mixture. If the
Contractor elects to remove and replace mix as allowed by Section
5-04.3(11), the material removed will not be measured.
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.
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 Class 1/2”, PG 58V-22” shall
be full compensation for all costs incurred to carry out the requirements
of Section 5-04 except for those costs included in other items which are
James St Pavement Rehabilitation/Almaroof 5 - 31 April 5, 2021
Project Number: 18-3005
included in the Subsection and 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 “Hot Plant Mix for Temporary
Pavement Patch” shall be full pay for all costs of material, labor, tools
and equipment necessary for furnishing, installing, maintaining,
removing and disposing of HMA used for temporary patching of
pavement at the locations as specified herein and as directed by the
Engineer.
No payment will be made for temporary pavement markings.
Temporary pavement markings shall be incidental to bid item 5020
“Temporary Traffic Control Devices.”
The unit contract price per square yard for “Planing Bituminous
Pavement, 2 Inch Thick” shall be full payment for all costs incurred to
perform the Work described in Section 5-04.3(14). The unit contract
price per square yards shall also include all costs incurred to stockpile
or dispose of the bituminous pavement as specified on the plans or as
directed by the Engineer. No additional cost compensation shall be
made for cold mix material to provide a temporary transition from
planed areas to existing pavement.
Asphalt Cost Price Adjustment
The Contracting Agency will make an Asphalt Cost Price Adjustment,
either a credit or a payment, for qualifying changes in the reference
cost of asphalt binder. The adjustment will be applied to partial
payments made according to Section 1-09.9 for the following bid items
when they are included in the proposal:
“HMA Class 1/2”, PG 58V-22”
The adjustment is not a guarantee of full compensation for changes in
the cost of asphalt binder. The Contracting Agency does not guarantee
that asphalt binder will be available at the reference cost.
The Contracting Agency will establish the asphalt binder reference cost
twice each month and post the information on the Agency website at:
http://www.wsdot.wa.gov/Business/Construction/EscalationClauses.ht
m
The reference cost will be determined using posted prices furnished by
Poten & Partners, Inc. If the selected price source ceases to be
available for any reason, then the Contracting Agency will select a
substitute price source to establish the reference cost.
The base cost established for this contract is the reference cost posted
on the Agency website with an effective date immediately preceding the
bid opening date.
Adjustments will be based on the most current reference cost for
Western Washington as posted on the Agency website. For work
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Project Number: 18-3005
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.
“Asphalt Cost Price Adjustment”, by calculation will be calculated and
paid for as described in this section. For the purpose of providing a
common proposal for all bidders, the Contracting Agency has entered
an amount in the proposal to become a part of the total bid by the
Contractor.
5-05 CEMENT CONCRETE PAVEMENT
SECTION 5-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-05.3 Construction Requirements
Curing blankets or other method approved by the Engineer shall be
used to accelerate curing time where necessary or directed by the
Engineer throughout the project. The cement concrete pavement must
develop a compressive strength of 2,500 psi prior to opening the
cement concrete pavement to traffic. Materials, labor, and equipment
used for accelerated curing shall be approved by the Engineer and shall
be incidental to bid item “Cement Concrete Pavement – 8 Inch Depth,
Including Dowels”.
The Contractor shall submit an alternate design mix for a high-early-
strength cement concrete pavement (three days mix) for approval by
the Engineer. The alternate design mix shall have a minimum
compressive strength of 4,000 psi and adhere to all criteria for material
submittals herein. The Engineer approved alternate mix for a high-
early-strength may be for the construction of cement concrete
pavement, cement concrete driveways, cement curb and gutter,
cement concrete approaches, and cement concrete sidewalk. All costs
associated with any cement concrete mix design development, design
submittal, and revisions to the submittal design shall be incidental to
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Project Number: 18-3005
bid item “Cement Concrete Pavement – 8 Inch Depth, Including
Dowels”.
The submittal for concrete mix design shall provide the following data:
the amount of materials (i.e. cement, sand, aggregates, water), the
type and amount of each admixture, and the designated 28-day
compressive strength specific to the mix design being submitted. The
design compressive strength shall be a minimum of 4,000 psi.
SECTION 5-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-05.3(1)A Joints Plan Submittal
The Contractor shall prepare and submit a Placing and Jointing Plan as
required in Special Provision Section 5-05.3(8) Joints, for review and
approval by the Engineer at least 14 working days before concrete
placement, and indicating the following:
a. Proposed layout of contraction, construction and isolation joints.
Clearly delineate the different joint types used.
b. Concrete pour sequence. Indicated sequence of paving pour
installation.
No concrete paving work allowed to start until the “Placing and
Jointing Plan” is approved by the Engineer.
5-05.3(4)A Acceptance of Portland Cement Concrete Pavement
SECTION 5-05.3(4)A IS REVISED BY DELETING THE FIRST, SECOND, THIRD,
AND FOURTH PARAGRAPHS
SECTION 5-05.3(4)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
Acceptance of concrete will be on a non-statistical acceptance only.
SECTION 5-05.3(8) IS DELETED AND REPLACED BY ADDING THE
FOLLOWING:
5-05.3(8) Joints
The Jointing Plan shall include jointing around Structures including
manholes, catch basins, water and gas valves, and other surface
features. The Jointing Plan shall identify all types of joints. Provide the
Engineer with a copy of all American Concrete Paving Association
(ACPA) technical publications the Contractor used as basis for
developing the jointing layout plan, such as the American Concrete
Paving Association publication for Intersection Joint Layout.
The Jointing Plan shall be developed in accordance with the following:
a. The larger dimension of a panel shall not be greater than 150% of
the smaller dimension.
b. Longitudinal joints shall not be placed along the wheel path of the
lanes.
James St Pavement Rehabilitation/Almaroof 5 - 34 April 5, 2021
Project Number: 18-3005
c. The minimum angle between two intersecting joints shall be 60
degrees.
d. Align joints of adjacent panels except where separated by isolation
joints or bond break.
e. Ensure joint depth, widths, and dimensions are specified.
The Contractor shall provide an isolation joint around all manholes,
catch basins, water and gas valves located within the cement concrete
pavement limits. Joint spacing and location shall be adjusted in order to
pass through manholes, valves and catch basins.
See design plans and WSDOT Standard Plan A 40.15-00 for typical
jointing information.
SECTION 5-05.3(8)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-05.3(8)D Isolation Joints
Premolded joint filler in accordance with Section 9-04.1(2) shall be
placed as detailed in the Jointing Plans through the full depth of the
concrete pavement for existing manholes, catch basins, gas and water
valves within the concrete pavement.
SECTION 5-05.3(10) IS SUPPLEMENTED WITH THE FOLLOWING:
5-05.3(10) Tie Bars and Corrosion Resistant Dowel Bars
Tie bars around the catch basins frame and grate shall be placed in
accordance with the WSDOT Standard Plan A-40.15-00.
When fresh concrete pavement is to be placed against pre-project
existing cement concrete pavement, tie bars shall be drilled and set into
the existing pavement with an epoxy bonding agent in accordance with
the design Plans. The epoxy-bonding agent shall be either Type I or IV
epoxy resin as specified in Section 9-26. The Contractor may use any
method for drilling the holes, provided the method selected does not
damage the existing concrete. Any damage caused by the Contractor’s
operations shall be repaired by the Contractor at no cost to the
Contracting Agency in accordance with Section 1-07.13.
The tie bar holes shall be clean before grouting. The bar shall be
centered in the hole for the full length of embedment before grouting.
The grout shall then be pumped into the hole around the bar in a
manner that the back of the hole will be filled first. Blocking or
shimming shall not impede the flow of the grout into the hole. Dams, if
needed, shall be placed at the front of the holes to confine the grout.
The dams shall permit the escape of air without leaking grout and shall
not be removed until grout has cured in the hole.
5-05.4 Measurement
No measurement will be made for dowel bars and tie bars for the new
concrete pavement.
James St Pavement Rehabilitation/Almaroof 5 - 35 April 5, 2021
Project Number: 18-3005
Tie bar with drill hole on the existing concrete pavement will be
measured per each for the actual number of bars used in the completed
work.
SECTION 5-05.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
5-05.5 Payment
The unit contract price per cubic yard for “Cement Concrete Pavement –
8 Inch Depth, Including Dowels” shall be complete compensation for all
materials, labor, tools, supplies and equipment necessary for
furnishing, installing and finishing the concrete pavement, bond break
material, saw cutting all cement concrete pavement joints as required,
as specified herein and as directed by the Engineer. This bid item also
includes furnishing and installing (epoxy coated) dowel bars with
baskets, and (epoxy coated) tie bars. This bid item also includes
removing material used to for temporary driveway access, transitions,
and end of daily work transitions, accelerating curing and alternate mix
design. Design of the placing and jointing plans shall be considered
incidental to this bid item.
Note: Tie bar with drill hole to connect with the existing concrete
pavement shall be paid under a separate bid item.
2021 Watermain Improvements/Almaroof 7 - 1 April 5, 2021
Project Number: 21-3002
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.
Reinforced Concrete Pipe (RCP) Class IV ........ 9-05.7(2)
PVC Pipe .................................................... 9-05.12(1)
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
2021 Watermain Improvements/Almaroof 7 - 2 April 5, 2021
Project Number: 21-3002
The unit contract price per lineal foot for “Ductile Iron Storm Sewer
Pipe, 8 Inch Diameter Class 50” shall be complete compensation for all
labor, materials, tools, supplies and equipment necessary to furnish and
install the pipe at the locations shown on the plans and described in the
specifications. The bid item price includes but is not limited to: trench
excavation; 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 (the lid
needs to be marked with (STORM) or (SEWER) as needed) and shall
comply with the following WSDOT Standard Plans as applicable:
B-30.70-03 Circular Frame (Ring) And Cover
Catch basin grates and solid covers shall be ductile iron and of the
locking type unless indicated otherwise on the plans and shall be in
accordance with Kent Standard Plans 5-4 through 5-16 as applicable.
2021 Watermain Improvements/Almaroof 7 - 3 April 5, 2021
Project Number: 21-3002
ADA Frame and Grate shall conform to WSDOT Standard Plan B-30.15-
00 Alternative 1.
Miscellaneous catch basin details shall be in accordance with Kent
Standard Plan 5-3.
Care must be taken to insure that pressures exerted on the soils
beneath the manholes and the adjacent mains are approximately
uniform. Unequal soil pressures may result in excessive settlement at
manholes. A spread foundation or other measures may be required to
reduce the unit load imposed by the manhole.
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 fails 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.
2021 Watermain Improvements/Almaroof 7 - 4 April 5, 2021
Project Number: 21-3002
All joints in the brick or ring adjustment shall be filled with grout, and
the castings shall be sealed in grout placed on the ring or brick. A 3/8
inch mortar lining shall be installed inside and out of the adjustment
section to form a smooth watertight finish. NOTE: The use or presence
of wood, asphalt, expansion joint material or other non-approved
product for catch basin or manhole adjustment shall be cause for
immediate rejection.
On asphalt concrete paving and/or asphalt resurfacing projects,
manholes, catch basins and similar structures shall not be adjusted
until the pavement is completed, at which time the center of each
structure shall be relocated from references previously established by
the Contractor. The pavement shall be cut in a restricted area and base
material removed to permit removal of the cover.
Unless otherwise shown on the plans, 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 4000 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.
Unless otherwise shown on the plans, 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.
Reinforced Concrete Collar Class 4000 will be used to install the
manholes covers within the cement concrete pavement as marked on
the plans. The concrete collar and the covers elevation need to match
the finished grade level of the pavement. The concrete collar
reinforcement detail and dimensions are shown on the plans.
SECTION 7-05.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-05.3(2) Abandon Existing Manholes
Manholes being abandoned shall have the top four feet removed and
the remainder of the structure filled with bank run gravel for trench
backfill or gravel borrow as included in the proposal and shall otherwise
be in accordance with Section 7-05.3(2) of the WSDOT Standard
Specifications.
2021 Watermain Improvements/Almaroof 7 - 5 April 5, 2021
Project Number: 21-3002
SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-05.3(3) Connections to Existing Manholes
It shall be the Contractor’s sole responsibility to protect the existing
sewer system from any damage and/or debris resulting from the
construction. Should any damage and/or debris occur, the Contractor
shall, at no cost to the City, repair and/or clean said system to the
satisfaction of the Engineer.
NOTE: Cleaning shall include those existing lines downstream of the
project in which debris has been deposited.
SECTION 7-05.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-05.3(4) Drop Manhole Connection
Drop manhole connections shall be in accordance with Kent Standard
Plan 4-6. Inside drop connections are not allowed.
SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
7-05.3(5) Manhole Installation on Existing Sewer
The manhole will be placed on and channeled for the existing lines in
their existing location. It shall be the Contractor’s sole responsibility to
protect the existing sewer from any damage and/or debris resulting
from the construction. Should any damage and/or debris occur, the
Contractor shall, at no cost to the City, repair and/or clean said system
to the satisfaction of the Engineer.
NOTE: Cleaning shall include those existing lines downstream of the
project in which debris has been deposited.
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 Watermain Improvements/Almaroof 7 - 6 April 5, 2021
Project Number: 21-3002
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 “Circular Manhole Frame and Cover
with Reinforced Cement Concrete Collar” 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, adjusting the new frame and
cover to match final grades, and furnish and install the Reinforced
Concrete Collar 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, and referencing for future locates prior to final overlay. Any
adjustments made prior to the final finished elevation shall be
considered incidental.
“Adjust Existing Manhole Cover to Finished Grade”
“Adjust Existing Catch Basin Grate or Curb Inlet 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 ““ADA Locking Frame and Grate”
constitutes complete compensation for all labor, materials, tools,
supplies and equipment necessary to remove and dispose of the
existing frame and grate, and furnish and install the new frame and
grate as shown on the plans and described in the specifications. This
price shall also include adjusting the new frame and grate to match
final grades by adding or removing risers, grade rings, or sections as
required. Any adjustments made prior to the final finished elevation
shall be considered incidental.
2021 Watermain Improvements/Almaroof 7 - 7 April 5, 2021
Project Number: 21-3002
The unit contract price per each for “Manhole Under 12 Feet, Type 1, 48
Inch Diameter” constitutes complete compensation to furnish all labor,
materials, tools, supplies, and equipment necessary to provide and
install the sanitary sewer manhole to final finished grade as shown on
the plans and described in the specifications. The unit price bid shall
include but not be limited to excavation, dewatering, any sewage
bypass systems used, installing the manhole, connecting new or
existing pipes, backfilling, compacting, and surface restoration.
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 furnish and 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.
The unit contract price per each for “Abandon Existing Catch Basin or
Manhole” constitutes complete compensation for all labor, materials,
tools, supplies and equipment necessary to abandon the existing
structure as shown on the plans and described in the specifications. The
unit price bid shall include but not be limited to concrete plugging any
remaining pipes, backfilling, and compaction. Any frames, grates, or
risers shall be hauled and disposed of by the Contractor unless deemed
salvageable as determined by the Engineer.
The unit contract price per each for “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
2021 Watermain Improvements/Almaroof 7 - 8 April 5, 2021
Project Number: 21-3002
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:
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.
2021 Watermain Improvements/Almaroof 7 - 9 April 5, 2021
Project Number: 21-3002
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
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 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.
2021 Watermain Improvements/Almaroof 7 - 10 April 5, 2021
Project Number: 21-3002
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.
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.
2021 Watermain Improvements/Almaroof 7 - 11 April 5, 2021
Project Number: 21-3002
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:
Where cuts have been made in either asphalt concrete pavement,
or in oil mats, the Contractor shall reconstruct the trench areas as
directed by the Engineer in the field or as shown in the design
plans.
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. Tie bars with drill holes shall be
installed between the new and the existing cement concrete
pavement in the trench patching.
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
2021 Watermain Improvements/Almaroof 7 - 12 April 5, 2021
Project Number: 21-3002
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.
SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
7-08.4 Measurement
Gravel backfill for foundation and gravel backfill for pipe zone bedding
shall be measured by the ton, including haul.
“Abandon and Fill Existing Storm Sewer Pipe with CDF” shall be
measured by the cubic yard of Controlled Density Fill (CDF) installed for
filling abandoned Storm Sewer Pipe.
SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.5 Payment
The unit contract price per ton for “Pipe Zone Bedding” constitutes
complete compensation for all labor, material, tools, supplies, and
equipment necessary or incidental to furnish and place bedding material
as shown on the plans and described in the specifications. This includes
but shall not be limited to: excavating, loading, hauling, mixing,
placing, shaping, and compacting.
The unit contract price per ton for “Foundation Material, Class I and II”
constitutes complete compensation for all labor, material, tools,
supplies, and equipment necessary or incidental to furnish and place
foundation material as shown on the plans and described in the
specifications. This includes but shall not be limited to: excavating,
loading, hauling, mixing, placing, shaping, and compacting.
The unit contract price per ton for “Bank Run Gravel for Trench Backfill”
constitutes complete compensation for all labor, material, tools,
supplies, and equipment necessary or incidental to furnish and place
the bank run gravel for trench backfill as shown on the plans and
described in the specifications. This includes but shall not be limited to:
excavating, loading, hauling, mixing, placing, shaping, and compacting.
The actual quantity for bank run gravel for trench backfill is unknown
since selected native materials will be used wherever possible. The City
has entered a quantity in the proposal for the purpose of providing a
common proposal for all bidders.
2021 Watermain Improvements/Almaroof 7 - 13 April 5, 2021
Project Number: 21-3002
The unit contract price per cubic yard for “Abandon and Fill Existing
Storm Sewer Pipe with CDF” constitutes complete compensation for all
labor, materials, tools, supplies, and equipment necessary to abandon
and fill the existing storm sewer pipe with Controlled Density Fill (CDF)
as shown on the plans and described in the specifications. The unit bid
price shall include but not be limited to excavation, removal of pipes as
needed, concrete blocking, or fittings, installing CDF pump and vent
pipes, plugging and capping the pipe, backfilling and compaction. Also
included shall be any costs resulting in work that is required to be
performed at other than normal working hours.
7-09 WATER MAINS
SECTION 7-09.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-09.2 Materials
All water main pipe shall be ductile iron and shall meet the
requirements of the following sections of the Kent Special Provisions:
Ductile Iron Water Pipe ....................... 9-30.1(1)
Fittings for Ductile Iron Pipe ................ 9-30.2(1)
The following aggregates shall meet the requirements of the following
sections of the Kent Special Provisions:
Bedding Material ................................ 9-03.12(3)
Foundation Material ............................ 9-03.17
Bank Run Gravel for Trench Backfill ...... 9-03.19
Restrained joint (RJ) watermain pipe on Veterans DR shall be:
TR-Flex by U.S. Pipe
Thrust-Lock by Pacific States Cast Iron Pipe Company
American Pipe Flex Ring Locking Joint
Field Lock gaskets shall not be allowed
Restrained joint fittings for restrained joint watermain on Veterans DR
shall be mechanical joint (MJ) with Megalug restraint type follower.
7-09.3 Construction Requirements
SECTION 7-09.3(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-09.3(7)A Dewatering of Trench
Pipe trenches shall be kept free from water during excavation, pipe
laying and jointing, and pipe embedment, in an acceptable manner.
Surface water shall be diverted, and ground water shall be kept
pumped down, or otherwise removed, to the extent necessary to keep
the trench free from water and the bottom stable. Before trenching
operations begin, the Contractor shall have available on the site of the
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work sufficient pumping equipment and/or other machinery to assure
that the provisions of the above paragraph can be maintained.
Additional measures may be necessary to insure proper construction
conditions, including such items as allowable ditch widths. They shall
be the responsibility of the Contractor.
If well points are used for dewatering pipe trench, 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 failure of
dewatering equipment, such that the dewatering operation is stopped,
the Contractor shall immediately notify the Engineer and restore the
operation of the dewatering equipment at once.
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.
All dewatering operations shall be adequate to assure the integrity of
the finished project, and shall be the responsibility of the Contractor.
It shall be the sole responsibility of the Contractor to dispose of all
waters resulting from his 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.
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Project Number: 21-3002
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
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 7-09.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-09.3(8) Removal and Replacement of Unsuitable Materials
Where required or where directed by the Engineer, stabilization of the
trench bottom shall be in accordance to Section 7-09.3(8) of the
WSDOT Standard Specifications except that the foundation material
shall meet the requirements of Kent Special Provisions 9-03.17.
Excavation and disposal of the unsuitable material shall be considered
as trench excavation. The unsuitable material shall be disposed of by
the Contractor.
SECTION 7-09.3(9) IS DELETED AND REPLACED WITH THE FOLLOWING:
7-09.3(9) Bedding the Pipe
In most cases, imported bedding is not required for water main
installations. The native material shall be worked to form a continuous
and uniform trench bottom for all buried pipe. Bedding material shall be
tamped in layers around the pipe and to a sufficient height above the
pipe to adequately support and protect the pipe, compaction shall be 95
percent of maximum dry density per ASTM D-1557. The Contractor
shall use compaction equipment approved by the Engineer to obtain
adequate compaction of the bedding material, so as to provide firm and
uniform support for the full length of the pipe, valves and fittings. Care
shall be taken to prevent any damage to the pipe or its protective
coatings.
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Project Number: 21-3002
Material larger than 1 1/2 inch diameter found in the trench shall be
removed for a depth of at least two inches around the pipe.
When specified, imported bedding material shall be used. All bedding
material prior to use shall be subject to the approval of the Engineer.
The responsibility for obtaining said approval shall rest solely with the
Contractor.
NOTE: Pea gravel will not be allowed as a bedding material.
Bedding shall be placed 6 inches under and 6 inches over the pipe
where, in the opinion of the Engineer, existing material is found to be
unsuitable.
SECTION 7-09-3(13) IS REVISED BY ADDING THE FOLLOWING TO THE LAST
PARAGRAPH:
7-09.3(13) Handling of Pipe
In addition, all installed lengths of pipe shall have a suitable swab or
“pig” drawn continuously through them to remove all possible debris
prior to flushing and disinfection.
SECTION 7-09.3(19)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-09.3(19)A Connections to Existing Mains
Also see Appendix (A-4) New Water Main Connection Procedures.
Connections to existing mains which require turning off the water, shall
not be made without at least five (5) working days notice to the
Engineer, the City Water Department, and affected water customers.
Prior to purchase of materials, the Contractor shall field inspect the
connection points to verify the exact fittings, adaptors, etc. required to
make an approved connection. The Contractor shall furnish and install
materials approved by the City. The City shall not be responsible for
incorrect or unapproved materials purchased by the Contractor. Where
various methods are possible, or if doubt exists as to what is required,
the Contractor shall coordinate with the City prior to construction.
The Contractor shall not make a connection to a live water main until
after satisfactory pressure and purity tests.
The Veterans Drive watermain will not be connected to an existing
watermain and shall be drained completely to sanitary sewer after
testing and capped on both ends to allow for a future connection.
SECTION 7-09.3(19) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
2021 Watermain Improvements/Almaroof 7 - 17 April 5, 2021
Project Number: 21-3002
7-09.3(19)C Connection to Existing Concrete Cylinder Mains
The connections to an existing concrete cylinder water main shall be
made in accordance with the Kent Standard Plans 3-5 and 3-6 and
these Kent Special Provisions.
The connection shall be made by the installation of a hat flange with
tapping valve onto the existing main paying particular attention to the
following:
1. All welding is to be done by a certified welder.
2. The hat flange shall have a special connection flange welded to the
connection end (end connecting to existing main) as shown on the
details.
3. The connection flange and end of the hat flange shall be checked
for proper contour of its mating surface to the existing main. Any
connections required shall be made before installations.
4. The outer concrete coating on the existing main shall be cleaned
away to expose the steel portion of the pipe. The extent of
concrete removal shall be no more than two inches from the outer
weld of the hat flange ring in its installed position. Before cutting
the concrete reinforcing wire mesh the mesh shall be secured by
welding it to the pipe.
5. The weld to the existing main shall be made with the main shut
down and pressure released.
6. After the weld has been accepted and the reinforcing wire mesh
reconnected to the pipe and hat flange, the joint area and exposed
portion of the existing pipe shall be recoated with cement
concrete.
SECTION 7-09.3(20) IS DELETED AND REPLACED WITH THE FOLLOWING:
7-09.3(20) Detectable Marking Tape
Instead of tracer tape, 12 gage solid copper wire protected with plastic
shall be installed over all non-metallic water lines including service
lines. The tracing wire shall be placed as shown on Standard Plans and
shall extend the full length of the line.
SECTION 7-09.3(23) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-09.3(23) Hydrostatic Pressure Test
Hydrostatic pressure tests shall be made at a minimum pressure of 250
psi.
SECTION 7-09.3(24) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-09.3(24) Disinfection of Water Mains
Following the pressure test, flushing procedure and disinfection of the
pipe, the Contractor shall arrange with the Public Works Inspector for
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Project Number: 21-3002
coliform (purity) tests to be taken by the Water Department. Two
samples taken 24-hours apart, with no flushing between samples is
required to be taken from each apparatus. The Contractor may elect to
contract with a City-approved lab for the tests. Contractor shall pay for
applicable permits and purity tests as required by the City.
The Contractor shall install corporation stops at all locations required to
take bacteriological test samples. If the original test sample proves
unsatisfactory, an additional charge will be assessed to the Contractor
for processing each additional sample.
SECTION 7-09.3(24)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-09.3(24)A Flushing
The Contractor shall be responsible for disposal of treated water flushed
from mains. The sanitary sewer shall be the preferred option for
disposal of all flushed water. The City shall approve disposal into
available sanitary sewers, provided that the rate of disposal will not
overload the sewer.
All discharges to the storm system shall be tested for total residual
chlorine using a portable “HACH” kit or equivalent, prior to discharge.
NO DISCHARGE TO SURFACE WATERS OR THE STORM SYSTEM IS
ALLOWED AT CONCENTRATIONS OF TOTAL RESIDUAL CHLORINE
ABOVE 20 UG/1 (.02 MG/1). (Because the minimum detection limit for
this test is about 10 ug/1 (.01 mg/1) under ideal conditions, field
testing may lack precision.)
If no acceptable discharge for the treated water is identified, the
Contractor shall be required to dechlorinate the water prior to
discharge.
The watermain on Veterans Drive shall be drained completely and left
empty (Dry) as this main will not be connected to an existing
watermain and will remain dry upon completion of the contract.
Water for testing and flushing, when taken from the City water mains
shall pass through an approved reduced pressure backflow valve
assembly. This activity must be coordinated with and approved by the
City.
SECTION 7-09.3(24)B IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-09.3(24)B Requirement of Chlorine
All new, cleaned or repaired water mains shall be disinfected in
accordance with AWWA Standard C651. This Specification includes
detailed procedures for the adequate flushing, disinfection, and
microbiological testing of all water mains.
2021 Watermain Improvements/Almaroof 7 - 19 April 5, 2021
Project Number: 21-3002
SECTION 7-09.3(24)M IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-09.3(24)M Chlorinating Connections to Existing Water Mains and Water
Service Connections
After the new piping has been flushed, pressure tested, disinfected, and
all purity test sample results are satisfactory, connections to the
existing main can be made. All closure pieces and fittings shall be
swabbed with an appropriate chlorine solution (5-6 percent Cl), in
accordance with AWWA Standard C651. Maximum length of swabbed
section of water main pipe shall be less than 18 feet (1 section of pipe).
SECTION 7-09.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
7-09.3(25) Water Meter Reimbursement
The Veterans Drive pipe will not be connected to existing watermains to
supply water for testing outlined in these specifications. The Contractor
shall supply potable water for all tests describe in the specification. The
nearest fire hydrant to the work zone is within Highline Water District.
The contractor may procure a temporary hydrant meter from Highline
Water District to supply water for testing this pipe as described in these
specifications. The contractor must provide meter reads as required by
Highline Water District and shall return the meter to the District office
upon completion of the Veterans Drive watermain testing. The
contractor shall comply with the requirements of Highline Water District
and will not be reimbursed for any damages or failure to return rentals,
late fees, late charges, penalties, or fines.
Prior to issuance of the hydrant meter and permit, the Contractor shall
make a hydrant meter deposit to Highline Water District in the amount
required by the most current Highline Water District requirements. As
of March 2021, a $1,200 deposit by check only is required.
SECTION 7-09.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
7-09.4 Measurement
Measurement for payment of pipe for water mains will be by the linear
foot of pipe laid, tested and approved and shall be along the pipe
through fittings, valves, and couplings.
“Abandon and Fill Existing Water Main with CDF” shall be measured by
the cubic yard of Controlled Density Fill (CDF) installed for filling
abandoned water mains.
SECTION 7-09.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
7-09.5 Payment
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Project Number: 21-3002
Payment will be made in accordance with Section 1-04.1, for the
following bid items when they are included in the Proposal:
The unit contract price per ton for “Pipe Zone Bedding for Water Main”
constitutes complete compensation for all labor, material, tools,
supplies, and equipment necessary or incidental to furnish and place
bedding material as shown on the plans and described in the
specifications. This includes but shall not be limited to: excavating,
loading, hauling, mixing, placing, shaping, and compacting.
The unit contract price per ton for “Foundation Material, Class I and II
for Water Main” constitutes complete compensation for all labor,
material, tools, supplies, and equipment necessary or incidental to
furnish and place foundation material as shown on the plans and
described in the specifications. This includes but shall not be limited to:
excavating, loading, hauling, mixing, placing, shaping, and compacting.
The unit contract price per ton for “Bank Run Gravel for Trench Backfill
for Water Main” constitutes complete compensation for all labor,
material, tools, supplies, and equipment necessary or incidental to
furnish and place the bank run gravel for trench backfill as shown on
the plans and described in the specifications. This includes but shall not
be limited to: excavating, loading, hauling, mixing, placing, shaping,
and compacting. The actual quantity for bank run gravel for trench
backfill is unknown since selected native materials will be used
wherever possible. The City has entered a quantity in the proposal for
the purpose of providing a common proposal for all bidders.
The unit contract price per lineal foot for “12 Inch Diameter Ductile
Iron, Cl 52 Water Main Pipe” shall be complete compensation for all
labor, materials, tools, supplies and equipment necessary to furnish and
install the pipe at the locations shown on the plans and described in the
specifications. The bid item price includes but is not limited to: trench
excavation, hauling, backfill and compaction (when native material is to
be used), surface restoration, and cleanup. The bid price shall also
include fittings, cement concrete thrust blocking, risers, elbows,
disinfecting, flushing, testing, temporary blowoffs, tapping and
corporation stops required for testing, and additional costs for overtime
work when working on weekends.
The unit contract price for “16 Inch Diameter Ductile Iron, Cl 52
Restrained Joint Water Main Pipe” per lineal foot shall be complete
compensation for all labor, materials, tools, supplies and equipment
necessary to furnish and install the pipe at the locations shown on the
plans and described in the specifications. The bid item price includes
but is not limited to: trench excavation, hauling, dewatering, backfill
and compaction (when native material is to be used), surface
restoration, and cleanup. All costs for providing and capping both ends
of the watermain shall be included in this bid item. The bid price shall
also include fittings, cement concrete thrust blocking, risers, elbows,
disinfecting, flushing, testing, temporary blowoffs, tapping and
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Project Number: 21-3002
corporation stops required for testing, and additional costs for overtime
work when working on weekends.
The unit bid price per each for “12 Inch Connection to Existing Water
Main” constitutes complete compensation for furnishing all labor,
materials, tools, supplies and equipment necessary to wet tap the main
or cut into the main and make the connection, complete in place as
shown on the plans and described in the specifications. The unit bid
price shall include but not be limited to excavation, all fittings,
couplings, adapters, tapping valve with tapping sleeves, concrete
blocking and disinfection. Costs for connection to the ends of existing
pipes (water main extensions) including removal of existing concrete
blocking, and connections to existing valves, crosses, and tees and
similar fittings shall be included in this bid item. The cost to coordinate
this work with the City Water Department and to notify affected users
of the system such as adjoining businesses and property owners shall
be included as part of this bid item. Also included shall be any costs
resulting in work that is required to be performed at other than normal
working hours. (Water valves paid under separate bid items).
The unit contract price per cubic yard for “Abandon and Fill Existing
Water Main with CDF” constitutes complete compensation for all labor,
materials, tools, supplies, and equipment necessary to abandon and fill
the existing water main with Controlled Density Fill (CDF) as shown on
the plans and described in the specifications. The unit bid price shall
include but not be limited to excavation, removal of pipes as needed,
concrete blocking, or fittings, installing CDF pump and vent pipes,
plugging and capping the main, backfilling and compaction. The cost to
coordinate this work with the City Water Department and to notify
affected users of the system such as adjoining businesses and property
owners shall be included as part of this bid item. Also included shall be
any costs resulting in work that is required to be performed at other
than normal working hours.
The unit contract price per force account for “Water Meter
Reimbursement” shall cover all costs required to apply for, acquire, and
return after construction a temporary hydrant meter from Highline
Water District, as well as all purchased water costs for water used at
the Veterans Drive body of work described in the contract including
testing of the watermain pipe and site water. This bid item shall not
include labor as all labor costs shall be incidental to the 16 Inch
Diameter Ductile Iron, Cl 52 Restrained Joint Water Main Pipe bid item.
The contractor shall comply with the requirements of Highline Water
District and will not be reimbursed for any damages or failure to return
rentals, late fees, late charges, penalties, or fines.
The bid item “Dewatering” shall be paid by force account in accordance
with Section 1-09.6 of the WSDOT Standard Specifications. This
payment shall constitute complete compensation for all labor, tools,
materials, and equipment necessary to dewater the trench for installation
of the new water main pipe and connections. This item also includes all
costs to dispose of water and to submit plans and obtain approval from
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Project Number: 21-3002
the City or other agencies as required for the work to be completed.
7-12 VALVES FOR WATER MAINS
SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH
WITH THE FOLLOWING:
7-12.2 Materials
The following materials shall meet the requirements of the following
sections of the Kent Special Provisions:
Gate Valves ................................... 9-30.3(1)
Valve Boxes .................................. 9-30.3(4)
Valve Marker Posts ......................... 9-30.3(5)
Valve Stem Extensions ................... 9-30.3(6)
Combination Air valve shall be a 4- inch Val-Matic, model 204C, with a
300 psi rating. Concrete vault shall be Oldcastle model 506-LA.
Reference Kent Standard plan 3-20 for other installation and connection
details.
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.
SECTION 7-12.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING:
7-12.3(1) Installation of Valve Marker Posts
Valve marker posts conforming to Kent Standard Plan 3-4 shall be
located opposite each valve as directed by the Engineer. The 18 inches
of exposed post shall be painted with two coats of approved white
concrete paint, and then the size of the valve, the type of valve, and
the distance in feet from the post to the valve shall be painted on the
face of the post, using approved black paint and stencils which produce
letters 2-inches high.
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
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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
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
Measurement of valve marker posts shall be incidental for new valve
installations, and per each for valve marker post installed opposite an
existing valve. Relocation and remarking of existing valve marker posts
shall be incidental to the project.
SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
7-12.5 Payment
Payment will be made in accordance with Section 1-04.1, for the
following bid items when they are included in the Proposal:
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Project Number: 21-3002
“10 Inch Gate Valve, MJ x FL or MJ x MJ or FL x FL”
“12 Inch Gate Valve, MJ x FL or MJ x MJ or FL x FL”
The unit bid price per each for the above items complete compensation
for all labor, materials, tools, supplies and equipment required to
furnish and install the type and diameter of valve complete and in
place, including but not limited to: verifying existing pipe type, location
and fittings; furnishing and installing the gate valve and all necessary
fitting and appurtenances; furnishing and installing the valve box top
section, lid, and base section; tapping valve with tapping tee where
shown on the plans; valve nut extenders where needed; trenching;
backfilling and compacting selected materials; jointing; painting;
disinfecting; flushing; hydrostatic and purity testing; furnishing and
installing valve box with cover and a valve marker post; running a pig
through valve. Water disconnect may be required after hours or on a
weekend. Additional costs for weekend work, removal of existing
valves, cutting and capping existing water mains shall be included in
this item.
The unit contract price per each for “Combination Air Valve Assembly
and Vault” shall be complete compensation for all labor, materials,
tools, supplies and equipment necessary to furnish and install the air
valve assembly and Vault as shown on the plans and described in these
specifications. This bid item price will also include but is not limited to:
excavating, dewatering, backfilling and compacting, all fittings and
components, vault and cover, 4 inch ductile iron pipe connection
between the air valve and the water main, gate valve, connection to
water main, testing, and all other necessary items for a complete and
fully operational air valve. Connections and installation shall be included
in this bid item in accordance to Kent Standard Plan 3-20.
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.
SECTION 7-15 IS DELETED AND REPLACED WITH THE FOLLOWING:
7-15 SERVICE CONNECTIONS
7-15.1 Description
This work consists of installing the service connections from the water
main to the customer’s service meter including meter setter; from the
customer’s service meter to the property or easement line; and where
shown on the plans, from the service meter to the customer’s service
line. Service connections for commercial users as well as residential
users are included.
This work also includes replacing existing service lines including new
service connections, new pipe, new meter boxes and setters as required
and relocating meters or combinations thereof. Also included is
abandonment and disconnection of service lines being replaced at the
City main line.
2021 Watermain Improvements/Almaroof 7 - 25 April 5, 2021
Project Number: 21-3002
7-15.2 Materials
The following materials shall meet the requirements of the following
sections of the Kent Special Provisions:
Saddles ................................. 9-30.6(1)
Corporation Stops ................... 9-30.6(2)
Polyethylene Tubing ................ 9-30.6(3)B
Service Fittings ....................... 9-30.6(4)
Meter Setters ......................... 9-30.6(5)
Meter Boxes ........................... 9-30.6(7)
Water Meters ......................... 9-30.7(8)
7-15.3 Construction Details
7-15.3(1) General
Service lines from the water main to the meter setter and from the
meter setter to the property or easement line shall be one piece and at
least 1 inch in diameter iron pipe size (IPS). Meter setters shall be of
the appropriate size for the size of the meter to be installed and
reducing bushings shall be installed when the existing meter size is less
than 1 inch.
Pipe materials used for service lines shall be either Type K copper
tubing without sweat-joints, or ultra-high molecular weight, high
density polyethylene (PE) plastic pipe, only.
Pipe materials used for water service lines on private property, and
installed by the customer shall conform to the Uniform Plumbing Code.
It is the customer’s responsibility to install and maintain the service line
between the property or easement line and the facility being served.
The Contractor shall notify all customers affected, the City Water
Department, and the Engineer at least two working days prior to
working on live services. The Contractor is responsible for planning and
coordinating its work such that water service will be resumed with the
least possible inconvenience to the water users.
The location of existing water service laterals and service lines between
the water main and the water meter shall be determined and marked in
the field or otherwise located by the City Water Department.
Unless otherwise approved by the City Water Department, new service
lines from the water main to the meter shall be perpendicular to the
water main, i.e. the meter shall be located directly opposite the
corporation stop.
7-15.3(2) Flushing, Disinfection and Testing
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Project Number: 21-3002
All service pipe and appurtenances shall be prechlorinated prior to
installation. After installation, the service connection shall be flushed
prior to connecting the meter and tested after connection to the meter.
7-15.3(3) Service Connections
This work shall consist solely of connecting 1 inch or greater diameter
service lines to the water main pipe by installing new corporation stops
and service line adaptors at the water main pipe and shall include
saddles. Corporation stops and saddles shall be of the size shown on
the plans and shall be installed with a 22 degree vertical angle from the
water main pipe centerline as shown in the Kent Standard Plans.
Direct taps shall not be allowed, a double strapped saddle must be used
as shown in the Kent Standard Plans.
Particular care shall be exercised to ensure that the main is not
damaged by the installation of the service line.
7-15.3(4) Relocating Existing Water Meter Assembly
This work shall consist solely of disconnecting and removing the
existing meter, setter and meter box (the meter assembly) from their
existing location, cleaning the meter assembly, relocating the meter
assembly to the location shown on the plans, and reconnecting the
used meter assembly to the service line pipe.
7-15.3(5) Water Service Lines
This work shall consist of installing new water service line pipes from
the corporation stop at the water main pipe to the water meter setter
and from the water meter setter to the water service line. Water service
lines shall be the size shown on the plans, but shall in all cases be at
least 1 inch in diameter iron pipe size (IPS). Water service lines shall be
either copper tubing type K or polyethylene plastic (PE) pipe and shall
be installed with a minimum of 2 feet of cover over the top of the line.
Whenever PE pipe is installed, 12 gage solid copper tracing wire with
plastic coating shall be installed over the pipe for its entire length as
shown in Kent Standard Plans 3-10 and 3-11. The wire shall be bared
and connected between the corporation and the angle stop on the
meter setter so as to maintain continuity. Water service line pipes shall
not exceed 60 feet in length from the water main pipe to the meter
setter.
When water services lines are installed for future use, the work shall
include a “tail run” section of service pipe two feet long from the water
meter setter to the property or easement line. This “tail run” section
shall have a union fitting on the end of the “tail run”, shall be indicated
with a 2 x 4 stake marked with the legend “WATER” and shall otherwise
be marked in conformance with Section 7-18.3(5) of the WSDOT
Standard Specifications.
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Project Number: 21-3002
When new water service lines are to be connected to existing service
lines smaller than 1 inch in diameter, the new water service lines
behind the meter shall be the same diameter as the service line from
the water main to the meter and shall be suitably reduced at the
connection.
7-15.3(6) Water Meters
Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and
installed by the City Water Department. All water meters larger than 2
inch shall be provided and installed by the Contractor.
The Contractor shall reinstall existing water meters where shown on the
plans regardless of meter size, unless otherwise stated in the Kent
Special Provisions.
Water meters shall be located behind City sidewalks when sidewalks are
present or scheduled for immediate construction. If in case the water
meter must be located within the sidewalk, as determined by the
Engineer, no portion of the water meter box shall be closer than 6
inches to any edge of the sidewalk. In the case when City sidewalks are
not present or scheduled for immediate construction, new water meters
shall be located 2 feet from the right-of-way or easement line and
inside the right-of-way or easement. In all cases the angle stop shall be
installed 9 inches below finished grade.
7-15.3(8) Excavation, Bedding and Backfilling
Excavating, bedding and backfilling for service connections shall be as
specified in Section 7-09-3(10). Bedding of water service lines is
omitted and backfill material shall consist of selected materials, as
outlined in Section 2-03.3(10), unless otherwise specified in the Kent
Special Provisions or directed by the Engineer.
7-15.3(9) Meter Boxes and Vaults
Water meter boxes shall be installed directly opposite the main line
connection; shall be generally perpendicular to the street; and shall be
within City sidewalks when they are present. Meter boxes installed
within City sidewalks shall be located so that no portion of the meter
box is closer than 6 inches to any edge of the sidewalk. Water meter
boxes installed outside of City sidewalks shall be located within the
easement or right-of-way with the near edge of the box being 1 foot
from the property or easement line and set to finished grade.
Water meter boxes are specified for varying meter sizes and for varying
locations. Water meter boxes within driveways or other traffic areas
shall meet the requirement for a H-20 traffic loading. Water meter
boxes within sidewalks shall be concrete or cast iron. Water meter
boxes within planting or similar nontraffic areas may be plastic. Water
meter boxes shall be of sufficient size to contain the water meter. With
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Project Number: 21-3002
the exception of plastic lids for plastic meter boxes, all lids and covers
of meter boxes shall be steel.
Water meter vaults shall be adequately sized to contain the meter
assembly; shall be set flush to the finished grade; and shall be rated for
a H-20 traffic loading unless otherwise shown on the plans.
7-15.3(10) Replace/Abandon Existing Water Service
Where the plans call for an existing water service to be abandoned, the
corporation stop at the water main line shall be exposed and shut off.
The service pipe shall then be removed from the corporation stop and a
plug installed on the corporation stop.
For service being replaced, the procedure specified above shall be used
except that the new service pipe shall be connected to the corporation
stop and the stop turned on. Use appropriate adaptor, when necessary,
for connecting new pipe to existing corporation stop.
Should the existing corporation stop be of the improper size, it shall be
abandoned as specified above and a new corporation stop shall be
installed on the water main line.
SECTION 7-15.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
7-15.4 Measurement
Measurement of service connections, relocating existing water meters,
meter setters, water meters, meter boxes and abandon water service
will be made per each. Measurement of new water service line will be
made per linear foot.
SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
7-15.5 Payment
Payment will be made in accordance with Section 1-04.1, for the
following bid items when they are included in the Proposal:
The unit contract price per each for “Service Connection 1 Inch
Diameter” constitutes complete compensation for furnishing all labor,
tools, equipment, and materials necessary for installing the service
connection to the water main pipe including, but not limited to, double
strap saddle installation, installation of the corporation stop, connection
to the water service line, all excavation, backfill, restoration, pipe
fittings or adaptors, testing, flushing, disinfection, and testing of the
service connection. Reference Kent Standard Plan 3-10.
The unit contract price per linear foot for “Water Service Line 1 Inch
Diameter” constitutes complete compensation for the labor, materials,
and equipment necessary or incidental to the furnishing and the
installation of new water service lines including, but not limited to
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Project Number: 21-3002
trench excavation, bedding, laying pipe, fittings and adaptors,
connection to water meter and corporation stops, backfilling,
restoration, marking of “tail runs”, testing, flushing, and disinfection.
The unit contract price per each for “1 Inch Meter Setter” constitutes
complete compensation for all labor, materials, and equipment
necessary or incidental to the furnishing and the installation of new
meter setters including, but not limited to connecting the service lines,
connecting to “tail runs”, excavation, backfill, fittings and adaptors,
testing, flushing and disinfection.
The unit contract price per each for “Meter Box for 1 Inch Diameter
Service” constitutes complete compensation for all labor, materials, and
equipment necessary or incidental to furnish and install new meter box
and cover including, but not limited to excavation, backfill, and setting
to grade.
7-17 SANITARY SEWERS
SECTION 7-17.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.2 Materials
All sewer pipe for this project shall be ductile iron pipe, Class 50
conforming to Section 9-05.13 of the WSDOT Standard Specifications.
All sewer pipe fittings shall be of the same materials as the pipe.
Split Steel Sanitary Sewer casing shall be an Ironhed Flanged
Maintenance Pipe or any approved equal. Wall thickness shall be 0.25”.
Steel casing diameter shall be min 4-inch larger than the sewer pipe
diameter.
Casing spacers for position the sewer pipeline with the casing shall be
APS Model SSI or any approved equal. Each spacer shall have a
minimum four riser and runner combinations, two on each half.
Casing band shall be 14 Gauge T-304 Stainless Steel, 8-inch wide.
Risers shall be 10 Gauge T-304 Stainless Steel.
Runners shall be 2” wide glass filled Polymer, min 7 inch length.
The casing liner shall be 0.090” Thick Polyvinyl Chloride.
Casing end seals shall be APS (Model AC or Innerlynx Model) or
approved equal.
The gap between the steel casing and the sewer pipe shall be filled with
sand.
2021 Watermain Improvements/Almaroof 7 - 30 April 5, 2021
Project Number: 21-3002
7-17.3 Construction Requirements
SECTION 7-17.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.3(1) Protection of Existing Sewerage Facilities
The Contractor shall have the sole responsibility for providing and
maintaining an adequate sewage bypass system through the project for
the duration of the sanitary sewer construction. The adequacy of the
bypass system shall be determined by the Engineer and corrected by
the Contractor as directed by the Engineer.
The connection between the new sewers and the existing sewer mains
shall be plugged and tied off to the top manhole step and left in place
until the new piping and the plugged manhole have been cleaned,
pressure tested, TV camera inspected, and ready for City acceptance.
7-17.3(2) Cleaning and Testing
SECTION 7-17.3(2)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.3(2)A General
All sewer pipe shall be thoroughly cleaned to remove any solids or
construction debris that may have entered the pipe during construction
by jet cleaning or flush and pigging as approved by the City.
The Contractor shall be responsible to insure that material flushed from
sewers are trapped, and do not enter the downstream system. The City
shall approve the Contractors method prior to cleaning sanitary sewer
mains. The rate of flushing shall be such that the flow will not overload
the downstream sewers. The flushing of a sewer main tributary to a lift
station shall be coordinated with the Operations Division to insure that
the lift station is not overloaded.
City water used for cleaning sewer lines is not metered, but shall pass
through an approved double check valve assembly.
SECTION 7-17.3(2)F IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.3(2)F Low Pressure Air Test for Sanitary Sewers Constructed of Non
Air Permeable Materials
All testing shall be verified by the City Inspector. All sewer mains and
appurtenances shall be air pressure tested for leakage in accordance
with Section 7-17 of the WSDOT Standard Specifications as modified by
the following:
Procedure for Air Testing Sanitary Sewer Lines
For PVC and Ductile Iron Pipe - The Contractor shall furnish all facilities
and personnel for conducting the test under the observation of the
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Project Number: 21-3002
Engineer. The equipment and personnel shall be subject to the approval
of the Engineer.
The Contractor may desire to make an air test prior to backfilling for its
own purposes. However, the acceptance air test shall be made after
backfilling has been completed and compacted.
All wyes, tees, or ends of side sewer stubs shall be plugged with
flexible-joint caps, or acceptable alternates, securely fastened to
withstand the internal test pressures. Such plugs or caps shall be
readily removable, and their removal shall provide a socket suitable for
making a flexible-jointed lateral connection or extension.
Immediately following pipe cleaning, the pipe installation shall be tested
with low-pressure air. Air shall be slowly supplied to the plugged pipe
installation until the internal air pressure reaches 4.0 pounds per
square inch greater than the average back pressure of any ground
water that may submerge the pipe. At least two minutes shall be
allowed for temperature stabilization before proceeding further. Then,
disconnect the air supply and wait until the pressure drops to 3.5 psig
greater than the average back pressure of groundwater. The pressure
shall be held to the time indicated on the attached tables.
Groundwater Pressure
p = 0.4332 (z)
z = Distance between groundwater surface and centerline of pipe in
feet.
p = Average back pressure of groundwater above the centerline of
the pipe in psi.
If the pipe installation fails to meet these requirements, the Contractor
shall determine at its own expense the source or sources of leakage,
and he shall repair (if the extent and type of repairs proposed by the
Contractor appear reasonable to the Engineer) or replace all defective
materials or workmanship. The completed pipe installation shall meet
the requirements of this test before being considered acceptable.
Caution – When air testing adequate bracing is required to hold plugs in
place to prevent the sudden release of compressed air. A pressure of 4
psig against an 8-inch plug will cause a force of approximately 200 lbs.;
against a 12-inch plug, 450 lbs. The compressed air acts as a spring.
Proper precaution must be taken to prevent this force from propelling
the plug from the pipe like a bullet.
For systems where groundwater is negligible, at the inspector’s
discretion, pressure shall be maintained at 4.0 psig with no drop at the
time indicated on the attached graphs.
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Project Number: 21-3002
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 8 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 70 110 150 190 228 268 308 348 356
100 140 180 220 260 300 338 374 372 368
150 212 250 290 330 370 390 386 382 378
200 282 322 360 400 404 398 394 390 386
250 352 392 428 418 410 404 400 396 392
300 422 440 430 422 416 410 404 400 396
350 454 442 434 426 420 414 410 404 402
400 454 444 436 428 422 418 412 408 404
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 10 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 110 150 190 228 268 308 348 384 380
100 220 260 300 338 378 418 420 414 406
150 330 370 410 448 466 454 444 434 428
200 440 480 514 496 482 470 460 450 444
250 550 542 522 506 494 482 472 464 456
300 566 544 528 514 502 492 482 474 466
350 566 548 534 520 508 494 490 482 474
400 566 550 538 526 514 504 496 488 482
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 12 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 158 198 238 278 316 356 396 416 408
100 316 356 396 436 476 492 476 464 454
150 476 514 554 566 544 526 510 496 486
200 634 642 612 584 566 550 534 522 510
250 680 650 624 602 582 566 552 540 528
300 680 654 632 612 596 580 566 554 544
350 680 658 638 620 604 590 578 566 556
400 680 660 642 626 612 600 588 576 566
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
2021 Watermain Improvements/Almaroof 7 - 33 April 5, 2021
Project Number: 21-3002
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 15 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 248 288 326 376 406 446 486 476 462
100 496 534 574 614 624 596 572 552 530
150 742 782 742 704 672 646 624 604 586
200 850 804 766 732 704 680 658 640 624
250 850 812 780 752 726 704 684 666 652
300 850 818 790 766 742 722 704 688 672
350 850 822 798 776 756 736 720 704 690
400 850 826 804 784 766 748 732 718 704
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 18 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 356 396 436 476 314 554 566 544 526
100 712 752 792 794 748 710 680 654 632
150 1020 952 896 850 810 778 748 722 700
200 1020 968 922 884 850 820 794 770 748
250 1020 978 940 906 876 850 826 804 784
300 1020 984 952 922 896 872 850 830 810
350 1020 990 960 916 912 890 868 850 832
400 1020 992 968 944 922 902 884 866 850
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
LENGTH OF 6 INCH PIPE (FEET)
LENGTH OF 24 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400
0 0 40 80 118 158 198 238 278 316
50 634 674 712 752 792 794 748 710 680
100 1268 1246 1156 1082 1020 968 922 884 850
150 1360 1282 1214 1156 1106 1060 1020 984 952
200 1360 1300 1246 1200 1156 1118 1082 1050 1020
250 1360 1312 1268 1228 1190 1156 1124 1096 1068
300 1360 1320 1282 1246 1214 1184 1156 1130 1106
350 1360 1324 1292 1262 1232 1206 1180 1156 1134
400 1360 1330 1300 1272 1246 1222 1200 1178 1156
Time in seconds required for decompression from 3.5 psig to 3.0 psig.
SECTION 7-17.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.3(2)H Television Inspection
All new sanitary sewer extensions shall be TV camera inspected by the
City Operations Division prior to acceptance. All construction must be
completed and approved by the inspector prior to the TV inspection. All
manholes shall be channeled, and grade rings set in place prior to TV
inspection by the City. The casting and top grade ring, do not have to
be mudded in until after the final grade is established.
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Project Number: 21-3002
SECTION 7-17.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
7-17.3(2)I Vacuum Testing of Sanitary Manholes
All new sanitary sewer manholes shall be vacuum tested by the City
Operations Division prior to acceptance to ensure it is air-tight and not
susceptible to infiltration. On projects with more than one manhole, the
Contractor shall have all of the manholes ready for testing prior to
scheduling the air-testing with the project inspector. Manholes will not
be considered ready for testing until all grouting has been performed
and the frame and cover have been grouted in place. It is the
responsibility of the Contractor to ensure all manholes are ready for
testing prior to scheduling the testing through the inspector. Manholes
not ready for testing shall receive a failing mark and a re-test shall be
scheduled through the inspector once the manhole is ready. All retests
after failure shall be at the Contractor’s expense.
The Contractor shall bear all costs for correction of deficiencies found
during the vacuum testing, including the actual or overtime costs of city
crew for additional vacuum testing to verify the correction of
deficiencies.
SECTION 7-17.3 IS SUPPLEMENTED WITH THE FOLLOWING NEW SECTION:
7-17.3(3) Split Steel Casing
The split steel casing pipe shall be installed per manufacturer’s
instructions. Gasket and seals shall be used for flanged and joints.
The carrier pipe shall be centered in the casing.
The runners shall be placed to allow a gap of 0.5 to 1 inch between the
end of the runner and the casing pipe to allow for expansion and
contraction.
A minimum of 4 interior casing spacers shall be used to support the
carrier pipe within the casing pipe per joint.
Void space between the casing pipe and the sewer pipe shall be filled
with sand. End seal shall be used on both ends of the casing.
Sanitary sewer casing shall be extended to a minimum of eight feet
from the water main pipe on each side, unless otherwise directed by
the engineer.
SECTION 7-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.5 Measurement
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Project Number: 21-3002
Measurement of “Split Steel Casing for Existing Sewer Pipe” will be
made per linear foot for the completed sanitary sewer casing including
the steel casing, spacers, ends seals, and filling sand.
SECTION 7-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-17.5 Payment
The unit contract price per lineal foot for “Split Steel Casing for Existing
Sewer Pipe” shall be complete compensation for all parts, labor,
materials, tools, supplies, and equipment necessary to furnish and
install the completed sanitary sewer casing including the steel casing,
spacers, ends seals, sand, and all other items required to complete the
installation of the sealed steel casing filled with sand.
The unit contract price per lineal foot for “Ductile Iron Sewer Pipe, 12
Inch Diameter Class 50” shall be complete compensation for all labor,
materials, tools, supplies and equipment necessary to furnish and
install the pipe at the locations shown on the plans and described in the
specifications. The bid item price includes but is not limited to: trench
excavation; 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, wyes,
tees, plugs, and joint materials; connection to new or existing
manholes and pipes, air testing; coordination for TV inspection,
additional costs for overtime work when working on other than normal
working hours, and any sewage bypass systems used.
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Project Number: 21-3002
DIVISION 8 – MISCELLANEOUS CONSTRUCTION
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL
SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.1 Description
This work consists of temporary erosion and sedimentation control
procedures (TESCP) as shown on the construction plans, specified in
these Kent Special Provisions, and ordered by the Engineer as work
proceeds. The TESCP are intended to minimize erosion and
sedimentation as well as protect waters of the state and the city’s
municipal separate storm sewer system (MS4) as required by law.
SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.2 Materials
Materials shall meet the requirements of the following sections of the
Kent Special Provisions and the WSDOT Standard Specifications:
Tackifier ............................... 8-01.3(2)E and 9-14.5(7)
Seed .................................... 8-02.3(9)B and 9-14.3
Fertilizer ............................... 8-02.3(9)B and 9-14.4
Mulch and Amendments .......... 8-02.3(11)A and 9-14.5
8-01.3 Construction Requirements
SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(1) General
Preventing and controlling pollution, erosion, runoff, and related
damage requires the Contractor to install temporary stormwater best
management practices (BMPs) as per the plans and as directed by the
City.
As site conditions dictate, additional BMPs may be required. The
Contractor shall anticipate the need for additional best management
practices and propose necessary changes to the City.
Should the Contractor fail to install the required temporary erosion and
sediment control (TESC) measures or to perform maintenance in a
timely manner, or fail to take immediate action to install additional
approved measures, all fines, cost of cleanup, costs for delays and
down time shall be borne by the Contractor.
All cost for this work shall be paid for under the unit contract bid prices.
The upgrading of the TESCP facilities shall not constitute a basis for
additional working days for this project.
The Contractor shall provide the Engineer a minimum of two working
days notice prior to clearing adjacent to any wetland, creek or other
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Project Number: 21-3002
sensitive area. During the construction period, no disturbance beyond
the flagged clearing limits shall be permitted. The flagging shall be
maintained by the Contractor for the duration of construction.
The TESC facilities shall be in accordance with and conform to the Kent
Surface Water Design Manual, the WSDOT Standards Specifications,
and the Ecology Construction Stormwater General Permit (if applicable),
except as modified by the Kent Design and Construction Standards or
these Kent Special Provisions.
It shall be the responsibility of the Contractor to notify the City at once
of any TESC deficiencies or changes in conditions such as rutting and or
erosion that may occur during construction. The Contractor may
recommend possible solutions to the Engineer in order to resolve any
problems that are occurring.
The requirements of this section shall apply to all areas of the site
subject to construction activity as described in the WSDOT Standard
Specifications, the Kent Special Provisions and contract plans, including
Contractor construction support facilities, Contractor personnel parking
areas, equipment and material storage/laydown areas, and other areas
utilized by the Contractor for completion of the work. Nothing in this
section shall relieve the Contractor from complying with other contract
requirements.
SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(1)A Submittals
Prior to the start of any construction activities, the Contractor shall
submit for the Engineer’s review and approval, the following, as
necessitated by the work:
1. Dewatering Plan
2. Spill Prevention Control and Countermeasures Plan
3. Stream Bypass Plan for in-water work
4. Name and contact info for Contractor’s CESCL
SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
8-01.3(1)F Applicable Regulations and Criteria
All construction activities are subject to applicable federal, state, and
local permits. The Contractor shall comply with requirements of
applicable state and local regulatory requirements, including, but not
limited to the following:
1. WAC 173-201A Water Quality Standards for Surface Waters of the
State of Washington
2. RCW 90.48.080 Discharge of pollutants in waters prohibited
3. City of Kent 2017 Surface Water Design Manual
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Project Number: 21-3002
4. Construction Stormwater General Permit – WA Department of
Ecology
8-01.3(1)G Water Quality Monitoring
Sampling of site stormwater discharges is only required if the project is
covered under the WA Department of Ecology Construction Stormwater
General Permit or if there is a suspected discharge that exceeds state
water quality standards.
If the project is covered under the Construction Stormwater General
Permit, then the Contractor shall conduct sampling as per the
conditions listed in the permit.
Any results that are outside the appropriate range of compliance will
require immediate implementation of adaptive management as outlined
in applicable permits, stormwater pollution prevention plan, and as
directed by the Engineer.
All sampling records shall be submitted to the Engineer by the last day
of the monitoring period. All necessary adaptive management
requirements shall be the responsibility of the Contractor to implement
and maintain.
All costs for this work shall be included in the various unit contract bid
prices.
SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(2)E Tackifiers
Unless specified otherwise, wood cellulose fiber mulch per Section
9-14(5)10 of the Standard Specifications shall have tackifier
incorporated into the mulch fiber during manufacture. If additional
tackifier is required, the tackifier shall be organic tackifier as specified
in Section 9-14.5(7)A of the WSDOT Standard Specifications. When
specified, tackifiers shall be applied in accordance with the
manufacturer's recommendations.
8-01.3(9) Sediment Control Barriers
SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(9)D Inlet Protection
Cleaning and maintenance of inlet protection shall not flush sediment,
or sediment-laden water into the downstream system.
SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-01.3(17) Vehicle Maintenance and Storage
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Project Number: 21-3002
Handling and storage of fuel, oil and chemicals shall not take place
within 50 feet of waterways. Storage shall be in dike tanks and barrels
with drip pans provided under the dispensing area. Shut-off and lock
valves shall be provided on hoses. Fuel, oil, and chemicals shall be
dispensed only during daylight hours unless approved by the engineer.
Fencing shall be provided around storage area. Locks shall be provided
on all valves, pumps, and tanks. Materials used to clean up fuel, oil,
and chemical spills shall be disposed of as directed by the engineer.
Water used for washing vehicles and equipment shall not be allowed to
enter storm drains or other State waters. No processed waste water(s)
of any kind shall be discharged onto the ground, to surface waters, or
to stormwater conveyance systems.
SECTION 8-01.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.5(2) Payment
The unit contract price per each for “Inlet Protection” shall be full pay
for furnishing all labor, materials, tools and equipment necessary to
construct, maintain, and remove when no longer required, this
temporary erosion control measure. No other further compensation will
be made.
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:
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Project Number: 21-3002
8-02.1(1) Submittals
The Contractor shall submit within 20 days after Notice to Proceed date
a list of all plant material indicating source of supply, order invoice, size
and quantity for such species or variety.
All plant materials shall meet requirements of State and Federal laws
with respect to inspection for plant diseases and infestations. Inspection
certificates required by law shall accompany each shipment of plant
material and submitted to the Engineer.
SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-02.2 Materials
Materials shall meet the requirements of the following sections:
Topsoil Type A, Type B, and Type C ............. 9-14.2(1), (2), (3)
Seed ....................................................... 9-14.3
Fertilizer .................................................. 9-14.4
Mulch and Amendments ............................. 9-14.5
Wood Cellulose Fiber ................................. 9-14.5(10)
Erosion Control Devices ............................. 9-14.6
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
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Project Number: 21-3002
The Contractor shall excavate planting pits to a depth of three feet
below the top of adjacent sidewalks, or adjacent ground if trees are not
being planted in sidewalk cutouts. Tree pits shall be about three feet in
diameter, and shall be neat and uniform basins around each tree. The
Contractor shall then place special planting mixture into the tree basins,
bringing to grade about one and one-half foot below the top of the
planter by compaction by repeated watering.
Refer to Section 8-02.3(4) of the WSDOT Standard Specifications.
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. All street trees shall be planted in general
conformance to Kent Standard Plan 6-55.
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:
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Project Number: 21-3002
West of the summit of the Cascade Range - March 1 to May 15 and
August 15 to October 1. Where contract timing is appropriate, seeding,
fertilizing, and mulching shall be accomplished during the spring period
listed above. Written permission to seed after October 1 will only be
given when physical completion of the project is imminent and the
environmental conditions are conducive to satisfactory growth.
SECTION 8-02.3(9)B IS DELETED AND REPLACED WITH THE FOLLOWING:
8-02.3(9)B Seeding and Fertilizing
Topsoil and all other unpaved and unsodded areas disturbed as part of this
project shall be seeded. Hand Seeding shall be the method of seed
application for this project.
The Contractor shall notify the Engineer not less than 48 hours in
advance of any seeding operation and shall not begin the work until
areas prepared or designated for seeding have been approved.
Seeding shall not be done during windy weather or when the ground is
frozen, excessively wet, or otherwise untillable.
Hand Seeding shall be applied at the rate of 6 pounds per 1,000 square
feet. The seed shall be applied by an approved hand held spreader.
The seed shall be evenly distributed over the disturbed area. Apply
seed mix after fertilizing and rake the seed into the surface soil to a
depth of 1/4-inch.
Seed Mix B shall be used for seeded areas adjacent to grass lawns,
sidewalk landscape areas, areas adjacent to Park, within seeded
medians, and within seeded traffic islands. In addition, Mix B shall be
used for all seeded areas not specifically showing Mix A on the plans, or
where otherwise directed by the Engineer.
The Contractor shall begin maintenance immediately after seeding for a
minimum of ten (10) weeks or longer as needed. Water seeded areas
before seeded has completely dried out. Water slowly and thoroughly
with fine spray nozzle. Water the seeded areas at least twice daily (in
the early morning and late afternoon) until the grass is well established
as determined by the Engineer. Repeat watering operation as required
by climatic conditions to keep areas moist for a minimum period of 2
weeks from the day of first watering and as necessary for healthy
growth.
Mulch: As needed to meet requirements of Sections 8-01.3(2)D and 9-
14.5.
Fertilizer: All areas which are seeded shall receive fertilizer of the
following proportions and formulation applied at the rate of 400 pounds
per acre. All areas which are seeded shall receive fertilizer meeting the
requirements of Section 9-14.4 of the Kent Special Provisions.
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Project Number: 21-3002
Fertilizer shall not be applied on any creek side slopes in order to avoid
contamination of these creeks.
SECTION 8-02.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(9)D Inspection
Inspection of seeded areas shall be made upon completion of seeding
operations, at the end of the maintenance period, and at any time
during the maintenance period. The Contractor shall reseed, re-mulch
or re-fertilize as required to establish a uniform, thick stand of grass. A
uniform stand of grass shall be defined as any grass area with no spots
greater than one square foot.
Areas failing to show a uniform thick, healthy stand of grass after the
maintenance period shall be reseeded consistent with the Kent Special
Provisions at the Contractor's expense. Reseeded areas will be subject
to inspection for acceptance.
SECTION 8-02.3(9)E IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-02.3(9)E Protection and Care of Seeded Areas
Protect adjacent property, public walks, curbs and pavement from
damage. Do not place soil directly on paved surfaces. Locate all
underground utilities prior to the commencement of work. Keep streets
and area drains open and free flowing. Protect all seeding against wind,
storm, and trespassing. Replace any plants that become damaged or
injured. In seeded areas, treat and reseed damaged spots larger than
one square foot.
SECTION 8-02.3(11)B IS REVISED AS FOLLOWS:
8-02.3(11)B Wood Chip Mulch
Revise all references in this section from bark or wood chip mulch to
“wood chip mulch.”
Add “A sample of the wood chip mulch shall be provided to the Engineer
or project Ecologist in a 1-gallon re-closable bag at least seven (7) days
prior to application.”
SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
8-02.3(17) Plant and Site Protection During Entire Construction Period
The Contractor shall:
1. Protect existing trees to remain and new plants against injury and
damage, including but not limited to: cutting, breaking, or
skinning of roots, trunk or branches, or smothering by stockpiling
construction material, or compaction by equipment.
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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.
8-04 CURBS, GUTTERS, AND SPILLWAYS
8-04.3 Construction Requirements
SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-04.3(1) Cement Concrete Curbs, Gutters and Spillways
The City will provide control staking in accordance with Section
1-05.8(6) of the Kent Special Provisions.
If the curb and gutter flow line is found to deviate from the flow line
shown on the plans by more than 0.03 foot, the Contractor shall
remove the faulty section of curb and gutter and replace it with a new
section meeting specifications. The removal and replacement shall be at
no cost to the City.
Cement Concrete Curb and Gutter, 8 Inch Depth, Reinforced shall be
constructed according to Kent Standard Plan 6-43.
SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-04.5 Payment
The unit contract price per linear foot for “Cement Concrete Curb and
Gutter” shall be considered complete compensation for all materials,
labor, tools and equipment required to install the curb and gutter in
accordance with the plans, specifications and as directed by the
Engineer.
The unit contract price per linear foot for “Pedestrian Curb” shall be
considered complete compensation for all materials, labor, tools and
equipment required to install the curb in accordance with the plans,
specifications and as directed by the Engineer.
The unit contract price per linear foot for “Cement Concrete Curb and
Gutter, 8 Inch Depth, Reinforced” 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. These bid items also includes supplying and
installing the reinforcing steel in accordance with the plans,
specifications and as directed by the Engineer. Reference Kent Standard
Plan 6-43.
2021 Watermain Improvements/Almaroof 8 - 10 April 5, 2021
Project Number: 21-3002
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 Plan 6-74.
8-09.3 Construction Requirements
SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING:
8-09.3(1) Preliminary Spotting
The Engineer will provide control points at the locations and intervals
determined necessary by the City to assist in preliminary spotting of the
lines before the placement of raised pavement markers begins. The
Contractor shall be responsible for preliminary spotting of the lines to
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Project Number: 21-3002
be marked. 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.
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.
No payment shall be made for furnish and install new raised pavement
markers. The raised pavement markers shall be considered incidental to
bid item “Profiled Plastic Double Yellow Center Line”.
2021 Watermain Improvements/Almaroof 8 - 12 April 5, 2021
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8-14 CEMENT CONCRETE SIDEWALKS
SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-14.1 Description
This work shall also consist of constructing wheel chair ramps at all
street intersections, curb return driveways, or other locations in
accordance with these specifications and in reasonable close conformity
to the dimensions and cross-sections shown in the plans and to the
lines and grades as staked by the Engineer.
8-14.3 Construction Requirements
SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING:
8-14.3(3) Placing and Finishing Concrete
The concrete shall be placed in the forms and struck off with an
approved straightedge. As soon as the surface can be worked, it shall
be troweled smooth with a steel trowel.
After troweling and before installing the contraction joints or perimeter
edging, the walking surfaces of the sidewalk and ramps shall be
brushed in a traverse direction with a stiff bristled broom. The curb face
and top on the monolithic cement concrete curb and sidewalk and the
cement concrete sidewalk with raised edge shall be smooth.
Expansion and contraction joints shall be constructed as shown in the
Standard plans. When the sidewalk abuts a cement concrete curb or
curb and gutter, the expansion joints in the sidewalk shall have the
same spacing as the curb. The expansion joint shall be filled to full
cross-section of the sidewalk with 3/8-inch premolded joint filler.
Curb ramp cross slope shall be constructed to not exceed 1.5% cross
slope. Curb ramp running slopes shall be constructed to not exceed
noted ramp running slopes in the plans. Landing shall be constructed
to not exceed slopes noted in the plans.
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.
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Project Number: 21-3002
SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-14.5 Payment
Payment will be made in accordance with Section 1-04.1 for the
following bid items when included in the Proposal:
“Cement Concrete Sidewalk,” per square yard
“Cement Concrete Sidewalk Ramp Type Parallel A,” per each
“Cement Concrete Sidewalk Ramp Type Single Direction A,” per each
The unit bid 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 sidewalk
ramps with detectable warning surface as shown on the drawings and in
accordance with the Kent Special Provisions. The unit price shall include
but not be limited to: restoration of areas adjacent to sidewalks and
ramps that are disturbed from sidewalk forms, and all other materials,
labor, tools and equipment to fulfill the requirements or as directed by
the Engineer. The detectable warning surface (DWS) for each cement
concrete sidewalk ramp shall be considered incidental to the ramp’s bid
item price. Crushed Surfacing Top Course as required shall be paid for
under separate bid items.
8-22 PAVEMENT MARKING
SECTION 8-22.1 IS REVISED AS FOLLOWS:
8-22.1 Description
THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING:
A series of pairs of parallel SOLID WHITE lines, 10-feet long, 24 inches
wide, aligned parallel with the direction of traffic. Pairs are located as
shown in Kent Standard Plan
6-75.
THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH THE
FOLLOWING:
A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4
inches wide, separated by a 4 inch space. The broken or “skip” pattern
shall be based upon the City’s 12-foot line and a 30-foot space, except
where the existing paint markings use a different pattern in which case
the existing pattern will be used. The solid line shall be installed to the
right of the broken line in the direction of travel.
THE FOLLOWING NEW PAVEMENT MARKING IS ADDED:
Yellow Painted Curb
A SOLID YELLOW stripe, just wide enough to completely cover the
concrete curbing.
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Project Number: 21-3002
SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-22.2 Materials
Type A (Liquid Hot Applied Thermoplastic) plastic material shall be
used when applying the following pavement markings.
Plastic Crosswalk Lines
Plastic Stop Lines (24 inch wide)
Plastic Stop Lines (12 inch wide)
Type B (Pre-Formed Fused Thermoplastic) plastic material shall be
used when applying the following pavement markings.
Plastic Bike Lane Symbols with Arrows
Plastic Speed Bump markings
Type D (Liquid Cold Applied Methyl Methacrylate) plastic material
shall be used when applying the following pavement markings.
Plastic Traffic Arrows
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.
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Project Number: 21-3002
All materials shall be selected from material listed in the Washington
State Department of Transportation qualified product list (QPL).
SECTION 8.22.3 IS SUPPLEMENTED WITH THE FOLLOWING:
8-22.3 Construction Requirements
Profiled and Embossed plastic lines shall be constructed in accordance
with the WSDOT Standard Plan M-20.20-02.
SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING:
8-22.3(1) Preliminary Spotting
The Contractor shall be responsible for preliminary spotting of the lines
to be marked and verification that minimum lane widths will result from
the application. Preliminary spotting to guide the placement of
longitudinal lines is required. Preliminary spotting for each lane lines
shall be provided at transition points as required by Kent Standard Plan
6-74.
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.
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Project Number: 21-3002
SECTION 8-22.3(3)B IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-22.3(3)B Line Patterns
Double Solid Yellow Center Line - Two solid yellow lines, each 4
inches wide, separated by a 4-inch space.
Single Solid Yellow Center Line - One solid yellow line, 4 inches
wide, to delineate adjacent curb, barrier, etc. at select locations.
Skip Center Line - A broken yellow line 4 inches wide. The broken
pattern shall be based on a 40-foot unit consisting of a 10-foot line and
a 30-foot gap. Skip center stripe may be used as centerline delineation
on select two way highways and streets.
Two Way Left Turn Line (TWLTL) - A solid yellow line, 4 inches
wide, with a broken yellow line 4 inches wide, separated by a 4-inch
space. The broken pattern shall be based on a 40-foot unit consisting
of a 10-foot line and a 30-foot gap. The solid line shall be installed to
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.
2021 Watermain Improvements/Almaroof 8 - 17 April 5, 2021
Project Number: 21-3002
Dotted Bike Lane Line - A dotted white line 8 inches wide with the
dotted pattern based on an 8-foot unit consisting of a 2-foot line and a
6-foot gap. Bike Lane Dotted Line is used to discontinue a Bike Lane
Line in advance of right-turns at major intersections or corresponding
with transit stops.
Yellow Painted Curb
A SOLID YELLOW stripe, wide enough to fully cover the concrete
curbing.
Crosswalk Stripe
A series of pairs of parallel SOLID WHITE lines, 24 inch wide, strips
length shall be as shown in the design plans, refer to Kent Standard
Plan 6-75 for more details.
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).
2021 Watermain Improvements/Almaroof 8 - 18 April 5, 2021
Project Number: 21-3002
SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-22.3(6) Removal of Pavement Markings
Where required for the construction of the project or where directed by
the Engineer, the Contractor shall remove pavement markings. The
pavement marking shall be obliterated until blemishes caused by the
pavement marking removal conform to the coloration of the adjacent
pavement.
Painting is not an acceptable method for obliteration or removal of
pavement markings. Only hydroblasting equipment will be allowed for
the removal of pavement markings. Vacuum shrouded equipment, or
other equally effective means, shall be used to contain and collect all
debris and excess water. Collected water and debris shall be disposed
of off the project site in accordance with Department of Ecology or
other federal, state or local regulations. The removal of raised
pavement markers shall be incidental to the removal of the associated
marking.
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
“Plastic Stop Line (24 inch wide)”
The measurement for the above item will be based on the total length
of each plastic line installed.
Painted yellow curb, white edge line paint stripe, double yellow center
paint stripe, and two way left turn stripe shall be measured by the
completed linear foot.
The measurement for all painted 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.
2021 Watermain Improvements/Almaroof 8 - 19 April 5, 2021
Project Number: 21-3002
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:
“Profiled Plastic Double Yellow Center Line,” per linear foot
“Plastic Stop Line (24 inch wide),” per linear foot
Raised pavement markers shall be considered incidental with the bid
item price for “Profiled Plastic Double Yellow Center Line”.
8-23 TEMPORARY PAVEMENT MARKINGS
THE FIRST PARAGRAPH OF SECTION 8-23.1 IS DELETED AND REPLACED
WITH THE FOLLOWING:
8-23.1 Description
The work shall consist of furnishing, installing and removing temporary
pavement markings. Temporary pavement markings shall be provided
where noted in the plans or directed by engineer and for all lane shifts
and detours resulting from construction activities. Temporary pavement
markings shall also be provided when permanent markings are
eliminated because of construction operations. Temporary pavement
markings shall be maintained in serviceable condition throughout the
project until permanent markings are installed. Temporary pavement
markings that are damaged shall be repaired or replaced immediately.
Edge lines shall be installed unless otherwise specified in the Contract.
SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-23.4 Measurement
No measurement will be made for the installation, maintenance, and
removal of temporary pavement markings.
SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-23.5 Payment
No payment will be made for temporary pavement markings.
Temporary pavement markings shall be considered incidental to bid
item 5020 “Temporary Traffic Control Devices.”
8-28 POTHOLE UTILITIES
8-28.1 Description
This work shall consist of potholing utilities at the locations shown on
the plans or directed by engineer and described in the specifications.
The Contractor shall notify the Engineer, a minimum of 24 hours before
2021 Watermain Improvements/Almaroof 8 - 20 April 5, 2021
Project Number: 21-3002
the pothole work is performed, to coordinate the work with Survey.
Each pothole shall include standby time to allow Surveyors to
accurately measure the location and depths of existing utilities.
8-28.2 Materials
Backfill and surfacing material shall match conditions of pothole
location. Pothole work located in asphalt concrete pavement, shall be
backfilled with gravel borrow and crushed rock, then patched with
asphalt cold mix. Pothole work located in cement concrete shall be
backfilled with gravel borrow, then patched with cement concrete.
Pothole work not on paved surfaces shall be backfilled with native
material.
8-28.3 Construction Requirements
The pothole shall be of sufficient size and depth to expose existing
utilities to determine potential conflicts and verify compatibility with
designs. Excavation; hauling, dewatering; backfill, compaction, surface
restoration, and cleanup are included with this work.
8-28.4 Measurement
Pothole utilities shall be measured per pothole work performed.
8-28.5 Payment
Payment will be made in accordance with Section 1-04.1, for the
following bid items when they are included in the Proposal:
The contract price per each for “Pothole Utilities” constitutes complete
compensation for all labor, materials, tools, supplies, and equipment
necessary to pothole utilities at the locations shown on the plans or
directed by engineer, and described in the specifications.
2021 Watermain Improvements/Almaroof 9 - 1 April 5, 2021
Project Number: 21-3002
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.
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Project Number: 21-3002
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 Watermain Improvements/Almaroof 9 - 3 April 5, 2021
Project Number: 21-3002
9-03.21(1)D Recycled Steel Furnace Slag
Steel Furnace Slag shall not be used for any purposes.
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:
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
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Project Number: 21-3002
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
Grasses used shall meet the following specifications:
Mix A (Roadside and Erosion Control Grass):
Weight
Proportion
Seed Mix “A”
Ingredient
Min. %
Pure Seed
Min. %
Germination
Max. %
Weed Seed
40% Perennial Ryegrass 98% 90% 0.5%
40% Creeping Red Fescue 98% 85% 0.5%
10% Colonial Bentgrass 98% 90% 0.5%
10% White Dutch Clover
(Pre-inoculated)
98% 90% 0.5%
Mix B (Landscaped Area Grass):
Weight
Proportion
Seed Mix “B”
Ingredient
Min. %
Pure Seed
Min. %
Germination
Max. %
Weed Seed
15% Creeping Red Fescue 95% 90% 0.5%
10% Chewings Fescue 95% 90% 0.5%
40% Perennial Ryegrass 95% 90% 0.5%
20% Alta Tall Fescue 95% 90% 0.5%
15% Annual Ryegrass 95% 90% 0.5%
2021 Watermain Improvements/Almaroof 9 - 5 April 5, 2021
Project Number: 21-3002
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%
(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
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Project Number: 21-3002
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.
9-30 WATER DISTRIBUTION MATERIALS
9-30.1 Pipe
SECTION 9-30.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-30.1(1) Ductile Iron Pipe
Pipe for water mains shall be cement mortar lined ductile iron Class 52
or higher and conforming to the latest revisions to the ANSI
specifications. Connections shall be push-on joint with rubber gaskets
unless otherwise specified on the plans.
Restrained joint (RJ) watermain pipe for Veterans Dr shall be (350
psi):
TR-Flex by U.S. Pipe
Thrust-Lock by Pacific States Cast Iron Pipe Company
American Pipe Flex Ring Locking Joint
Field Lock gaskets shall not be allowed
9-30.2 Fittings
SECTION 9-30.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-30.2(1) Ductile Iron Pipe
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Project Number: 21-3002
Cast or ductile iron pipe fittings shall have the same coating, lining and
strength as the pipes to which they are connected. Fittings shall be
flanged or mechanical joint, except that for 12-inch and larger
diameter water pipes, mechanical joints are only allowed for
connections to existing water mains, unless otherwise specified
on the plans. Mechanical joint fitting gaskets shall be vulcanized
styrene butadiene rubber gaskets (SBR) in accordance with the most
current version of AWWA standard C111/A21.11. Flanged joint fitting
gaskets shall be full face synthetic rubber gaskets appropriate to meet
the required pressure rating in accordance with the most current
version of AWWA standard C115/A21.15.
Restrained joint fittings for restrained joint watermain on Veterans Dr
shall be (350 psi) mechanical joint (MJ) with Megalug restraint type
follower.
9-30.2(6) Restrained Joints
(Special Provision)
Restrained joints for 12-inch and larger diameter water mains
shall meet the following requirements (except where 12-inch or
larger diameter flanged fitting connections are shown on the plans):
1. Restrained joints shall be gasketed push-on joints;
2. Gaskets shall be vulcanized styrene butadiene rubber gaskets (SBR)
in accordance with the most current version of AWWA standard
C111/A21.11 and shall meet the pipe manufacturer’s written
recommendations and requirements;
3. Gasket lubrication shall be in accordance with the most current
version of AWWA standard C111/A21.11, shall meet the pipe
manufacturer’s written recommendations and requirements, and
shall allow pipe deflection, expansion, and contraction throughout
the life of the pipe;
4. Maximum allowable deflection at each joint shall be the lower value
between the manufacture’s recommendation or:
a. 4° for 12-inch diameter pipe
b. 3° for 16-inch diameter pipe
5. Minimum slip-out (pull-out) resistance shall be:
a. 204,000 lbf (pound-force) for 12-inch diameter pipe
b. 272,000 lbf (pound-force) for 16-inch diameter pipe
6. Restrained joints shall have a metal to metal contact locking system
without the use of gripping teeth;
7. Joint restraint shall be accomplished by inserting components to
provide positive axial lock between the bell interior surface and a
retainer weldment (weld bead) on the spigot end of the pipe.
9-30.3 Valves
SECTION 9-30.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-30.3(1) Gate Valves (3 to 16 Inches)
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Project Number: 21-3002
Gate valves shall be resilient wedge gate type as manufactured by
Clow, American Darling, Waterous, Dresser M&H, Mueller or an
approved equal, with epoxy-coated valve interiors. They shall conform
to AWWA specifications C-509, and shall have a working pressure rating
of 250 psi, unless otherwise specified in the Kent Special Provisions.
They shall be iron bodied bronze mounted, non-rising stem, and
counterclockwise opening. Valve stems shall be provided with O-ring
seals.
SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING:
9-30.3(4) Valve Boxes
Valve boxes shall be installed on all buried valves and conform to Kent
Standard Plan 3-7. The box shall be of cast iron, 2-piece design with a
base corresponding to the size of the valve and the top section. The box
shall be coal-tar painted by the manufacturer using industry standards.
The valve box top section shall be an Olympic Foundry No. 940. The
cover shall be an Olympic Foundry deep skirt No. 940 DS, have the
word “WATER” cast into it, and shall be of the non-locking type, unless
a locking cover is specifically called for in the Kent Special Provisions or
shown on the plans. The bottom section shall be an Olympic VB-1C or
approved equal.
A 3 feet x 3 feet x 6 inches concrete pad, flush with finish grade, shall
be poured around each valve box top section not located within asphalt
or concrete finished areas.
Valve box covers shall have the lugs or stainless cap screws
installed parallel to the direction of water flow.
SECTION 9-30.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING:
9-30.3(5) Valve Marker Posts
Valve marker posts shall be constructed of Class 3000 cement
concrete; shall be 4-inches by 4-inches by 42-inches long with a 6-1/4
inch by 4-inch base; shall contain one number 3 reinforcement bar; and
shall otherwise conform to Kent Standard Plan 3-4.
The exposed portion of the marker posts shall be coated with two coats
of WHITE concrete paint.
The FOG-TITE valve marker post is the pre-approved marker post.
SECTION 9-30.3(6) IS DELETED AND REPLACED WITH THE FOLLOWING:
9-30.3(6) Valve Stem Extensions
Valve stem extensions shall conform to Kent Standard Plan 3-7. Valve
stem operating nuts shall be no shallower than one and one-half
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Project Number: 21-3002
(1 1/2) feet. Valves with an operating nut more than 3 feet below
finished grade shall have a solid steel valve stem extension rod
assembly, with a rock guard, installed on the operating nut.
SECTION 9-30.5 IS REVISED BY DELETING THE FIRST PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
9-30.5 Hydrants
Fire hydrants shall be compression type, break-away (traffic model)
hydrants conforming to AWWA C502 except as modified herein.
Hydrant types shall be, Clow Medallion, M & H 929, or Mueller Super
Centurion.
SECTION 9-30.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
9-30.5(2) Hydrant Dimensions
Hydrants shall conform with Kent Standard Plan 3-1.
Valves and Nozzles – Fire hydrants should have a bottom valve size of
at least five inches, one 4-1/2 inch pumper nozzle and two 2-1/2 inch
nozzles shall have NST threads, with 1-1/4 inch pentagonal nuts.
Painting - Public owned hydrants shall be painted with two (2) coats of
Farwest Wonderglow Quickset #1000 (white gloss alkyd enamel).
Private hydrants shall be painted with two (2) coats of Farwest
Wonderglow Quickset #X 3472 (case yellow gloss alkyd enamel).
SECTION 9-30.5(6) IS DELETED AND REPLACED WITH THE FOLLOWING:
9-30.5(6) Guard Posts
Guard posts shall be constructed of Class 3000 cement concrete; shall
be 6-feet long and 9-inches in diameter; shall have 5 equally spaced
number 3 reinforcement bars with a minimum of 1-1/2 inch cover; and
shall otherwise conform to Kent Standard Plan 3-3.
The FOG-TITE hydrant guard post is the pre-approved guard post. All
other posts require the approval of the Engineer.
SECTION 9-30.6 IS DELETED AND REPLACED WITH THE FOLLOWING:
9-30.6 Service Connections
9-30.6(1) Saddles
The body casting of saddles for service connections shall be of
malleable or ductile iron, extending at least 160 degrees around the
circumference of the pipe at the maximum range and at least 180
degrees when the saddle is tightened on the water main. The saddle
body and/or straps shall be stamped with the size range of the saddle.
The saddle shall have a groove for the neoprene or nitril gasket in order
to prevent gasket movement. The saddle is to be tapped with an I.P.
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Project Number: 21-3002
thread. The “U” straps shall conform to the outside diameter of the
range stamped on the saddle.
The service saddle shall be manufactured by Smith Blair, Romac, or
Mueller. Service saddles shall be either double strapped or stainless
steel full circumference band.
9-30.6(2) Corporation Stops
All corporation stops shall be Ford ballcorp style. The following Ford
model numbers shall be used for the respective sizes stated.
Ford Corporation Stops
Size Ford Model
Number
3/4 inch FB500-3
1 inch FB500-4
1 1/2 inch FB500-6
2 inch FB500-7
Connection to service pipes shall be by Ford pack joints (Section
9-30.6(4)) only.
SECTION 9-30.6(3)B IS DELETED AND REPLACED WITH THE FOLLOWING:
9-30.6(3)B Polyethylene Tubing
Polyethylene tubing shall be iron pipe size (IPS) ultra-high molecular
weight, high density polyethylene plastic meeting or exceeding the
following standards: ID ASTM D-2239, SIDR-7, and PE 3408, AWWA C-
901, AWWA C-800, and National Sanitation Foundation Standards and
conforming to all other applicable standards. This polyethylene tubing
shall be rated at or above a working pressure of 200 psi.
Polyethylene plastic tubing shall have a manufactured stainless steel
insert stiffener at all compression pack joints.
Driscopipe 5100 Ultra-Lien water pipe is an approved product meeting
the above specifications. All other products require approval of the City
Water Department after submittal of a sample length of pipe and the
manufacturer’s product literature. The City is not responsible for the
purchase of materials not meeting the above specifications.
SECTION 9-30.6(4) IS DELETED AND REPLACED WITH THE FOLLOWING:
9-30.6(4) Service Fittings
Ford Pack Joint Couplings (hereinafter Ford Pack Joint Couplings or Pack
Joint Couplings) shall be used to connect the service line pipe to the
corporation stop and meter setter at both ends. When the plans call for
the installation of a new service line from the water main to the setter
and/or new setter, the connection between the new service line on the
private side of the setter and the existing private service line the
2021 Watermain Improvements/Almaroof 9 - 11 April 5, 2021
Project Number: 21-3002
Contractor shall use an adaptor. If the existing service line is long
enough to connect to the setter directly without the need of an adaptor,
a pack joint coupling shall be used for the connection to the setter.
Pack joint couplings shall make a tight and permanent joint on type K
copper tubing or polyethylene plastic pipe as appropriate. Pack joint
couplings shall be made of bronze, and shall have a gasket or O-ring.
Fittings used for copper and/or polyethylene tubing shall be Ford pack
joint type only. Ford stainless steel stiffeners shall be used when
utilizing compression fittings on polyethylene tubing.
Insert Stiffeners
The following table is a summary of the insert stiffeners that shall be
utilized for the respective pipe sizes stated.
Ford Insert Stiffeners
Size Ford Model Number
3/4 inch Insert-71
1 inch Insert-72
1 1/2 inch Insert-74
2 inch Insert-75
Pack Joint Couplings
The following table is a summary of Ford pack joint couplings that shall
be utilized for the respective pipe sizes and types stated.
Ford Pack Joint for Straight CTS Pipe
Ford Model Number Male Iron Pipe P.J. for CTS
C84-34 3/4 inch 1 inch
C84-44 1 inch 1 inch
C84-66 1 1/2 inch 1 1/2 inch
C84-77 2 inch 2 inch
Ford Pack Joint for Polyethylene Pipe
Ford Model Number Male Iron Pipe P.J. for PEP
C86-34 3/4 inch 1 inch
C86-44 1 inch 1 inch
C86-66-IDR7 1 1/2 inch 1 1/2 inch
C86-77-IDR7 2 inch 2 inch
SECTION 9-30.6(5) IS DELETED AND REPLACED WITH THE FOLLOWING:
9-30.6(5) Meter Setters
Meter setters shall be manufactured and tested in accordance with all
applicable parts of AWWA C800.
Meter setters shall have dual-purpose end connections for iron pipe
thread male adapters on both ends. The meter setter shall have a brace
pipe eye to hold the setter vertical. The setter shall be equipped with an
2021 Watermain Improvements/Almaroof 9 - 12 April 5, 2021
Project Number: 21-3002
angle shut off valve with padlock wings, and on the outgoing side a
check valve to prevent backflow. The check valve shall be spring
loaded, of brass and stainless steel construction with a removable back
for maintenance purposes. In no case shall residential meter stops be
equipped with a bypass.
The following meter setters shall be used for the respective size meter
setter listed:
Meter Setter Size Type
3/4 inch Ford VH72-15W-11-33
1 inch Ford VH74-15W-11-44
1 1/2 inches Ford VBH76-15B-11-66
L/BP
2 inch Ford VFH77-15B-11-77
L/BP
SECTION 9-30.6(7) IS DELETED AND REPLACED WITH THE FOLLOWING:
9-30.6(7) Meter Boxes
Meter box requirements vary with respect to water meter size and
location of the meter box. Meter boxes shall be as follows:
Meter Box
Meter Size Location Type
3/4 inch 1Planters Carson 1220-12
Sidewalks,
driveways,
pavements or
adjacent to vehicle
turning areas
Olympic Foundry
#SM29
Meter Box
Meter Size Location Type
1 inch 1Planters Carson 1220-12
Sidewalks,
driveways,
pavements or
adjacent to vehicle
turning areas
Olympic Foundry
#SM30
1 1/2 inch to 2
inch
1Planters Carson 1730-15
Sidewalks,
driveways,
pavements or
adjacent to vehicle
turning areas
Olympic Foundry
#SM30
3 inch and larger Concrete vaults per Kent Standard Plan 3-
12
1 All plastic boxes shall be constructed of black polyethylene.
2021 Watermain Improvements/Almaroof 9 - 13 April 5, 2021
Project Number: 21-3002
Irrigation Box
DCVA or PRV Size Type
3/4 inch to 1 inch and
all PRV’s
Carson 1324-15G
Green solid lid 1324-2L
Extension Boxes - 6
inch
Carson 1324B-1L
1 1/4 inch to 2 inch Carson 1730C-1B for 15 inch high
Carson 1730D-1B for 18 inch high
Green solid lid 1730-P2L
SECTION 9-30.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
9-30.6(8) Water Meters
Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and
installed by the City Water Department. The City Water Department will
not provide or set the water meter(s) until the Contractor has obtained
the necessary permit(s), paid all associated fees, and receives a
request from the project inspector. All water meters larger than 2 inch
shall be provided and installed by the Contractor.
All 5/8 x 3/4 and full 3/4 meters shall be the short pattern.
All water meters regardless of their respective size shall register in
cubic feet. The following table is a list of respective meter sizes and
meter types.
Meter Size Type
5/8 inch x 3/4 inch Invensys SR
3/4 inch Invensys SR
1 inch Invensys SR
1 1/2 inch Invensys SR
2 inch Invensys SR
3 inch to 6 inch Invensys SRH Compound
Compound meters for service connections 3 inches and larger shall be
installed within a concrete vault and be constructed in accordance with
Kent Standard Plan 3-12. After installation of the compound meter, a
certified testing laboratory shall certify the accuracy of the meter. A
copy of the certification report shall be provided to the Kent Water
Department.
2021 Watermain Improvements/Almaroof A - 1 April 5, 2021
Project Number: 21-3002
KENT STANDARD PLANS
The following Kent Standard Plans supplement all other plans, which have been
prepared for this project and are considered to be a part of the project plans.
WATER
3-7 Valve Box and Operating Nut Extender
3-9a Concrete Blocking (sheet 1 of 2)
3-9b Concrete Blocking (sheet 2 of 2)
3-10 Service Connection 1” Service
3-20 2”, 4” and 6” Combination Air/Vacuum Valve and Vault
SEWER
4-1 Sanitary Sewer Manhole Type 1 48” & 54”
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
STREET
6-33 Cement Concrete Curbs
6-34 Curb and Sidewalk Joint Example
6-35 Expansion and Contraction/Control Joints
6-43 Commercial Cement Concrete Driveway Approach
6-74 Typical Lane Markings
6-75 Thermoplastic Crosswalk Markings
6-76 Thermoplastic Arrows, Stop Bars & Only Legend
NUT
OPERATING NUT EXTENDER
VALVE BOX WITH
OPERATING NUT EXTENDERLENGTHSTEEL ROD.
3/4" SOLID
1/8" MIN. THICK
ROCK GUARD,
4 1/4" DIA.3.0' MAX.3'x3'x4" THICK CONCRETE
(3,000 PSI) PAD AROUND VALVE
COVER IN UNPAVED AREASVARIES; 3'-6" MIN.3'PLAN VIEW
OPERATING
2" SQUARE
3'
4"
NOTES:
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.AS NEEDED1.EXTENSIONS ARE REQUIRED WHEN
VALVE NUT IS MORE THAN THREE (3)
FEET BELOW FINISHED GRADE.
2.EXTENSIONS SHALL BE SIZED AS
NEEDED, AND PAINTED WITH TWO (2)
COATS OF METAL PAINT.
3.EARS, LUGS OR STAINLESS CAP
SCREWS (TRANSMISSION MAINS
ONLY) ON COVER SHALL BE ALIGNED
WITH DIRECTION OF WATER FLOW,
SEE PLAN VIEW.
4.FOR ADDITIONAL REQUIREMENTS AND
USE SEE CITY OF KENT DESIGN AND
CONSTRUCTION STANDARDS 3.19.B
AND C.
5.VALVE BOX SHALL BE CENTERED OVER
2" SQUARE OPERATING NUT.
OPERATING
NUT EXTENDER
AS NEEDED
(BELOW RIGHT)
C/L
SEE NOTE 3
WATER MAIN
DIRECTION
WATER
SLOPE AWAY 2% MAX (TYP)2%MAXOLYMPIC FOUNDRY VB
940 WITH TWO (2) INCH
"DEEP SKIRT" COVER.
THE COVER SHALL BE
MARKED "WATER". SEE
NOTES 3, 4, AND 5.
CARE SHALL BE TAKEN IN
BACKFILL OPERATIONS
ENSURING OPERATING NUT
IS IN CENTER AT ALL TIMES
BASE SECTION: RICH 24"
VALVE BOX BOTTOM,
OLYMPIC NO. VB1C OR
PRE-APPROVED EQUAL AND
SHALL BE COMPATIBLE
WITH TOP SECTION
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.
FUSION BONDED EPOXY
COATED SHACKLE RODS (TYP.)VBSS UNDISTURBED EARTHFUSION BONDED EPOXY
COATED SHACKLE RODS (TYP.)VBSS UNDISTURBED EARTHTYPE A
TYPE B
d
dL LdLPIPE SIZE NOM. DIA.(INCHES)TEST PRESSURE(PSI)VERTICAL BEND(DEGREES)NO. OF CU FT OFCONC. BLOCKINGSIDE OF CUBE(FEET)DIA. OF SHACKLERODS (2)(INCHES)TYPE A BLOCKING
FOR 11 14" AND 22 12" VERTICAL BENDS
VB
DEPTH OF RODS INCONCRETE(INCHES)S d L
4"
300
11 14
22 12
2
2 14
18
24
6"11 14
22 12
2 14
3
34
8"11 14
22 12
2 12
3 12
12"11 14
22 12
4
5 1 36
8
12
12
27
16
43
64
125
PIPE SIZE NOM. DIA.(INCHES)TEST PRESSURE(PSI)VERTICAL BEND(DEGREES)NO. OF CU FT OFCONC. BLOCKINGSIDE OF CUBE(FEET)DIA. OF SHACKLERODS (2)(INCHES)TYPE B BLOCKING
FOR 45° VERTICAL BENDS
VB
DEPTH OF RODS INCONCRETE(INCHES)S d L
4"
3006"34
8"
12"1
27
64
125
216
3
4
5
6
45 20
30
SEE STRAP DETAIL BELOW
STRAP DETAIL
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT
AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE
ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT
THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST.
BOTTOM FACE THRUST BLOCK
AREA REFERS TO THE BOTTOM
FACE OF BLOCK MEASURED
IN SQUARE FEET
TYPE C
PIPE SIZE NOM. DIA.(INCHES)90°BENDTEE 45° BEND ANDDEAD END11 14" AND 22 12"BENDTYPE C BLOCKING FOR 11 14", 22 12", 45°, AND 90° VERTICAL BENDS
THRUST BLOCK AREA IN SQUARE FEET
FIRM SILT OR
FIRM SILTY SAND COMPACT SAND
4"
6"
8"
12"
VB
1'-0"
MIN
.
UNDIS
T
U
R
B
E
D
E
A
R
T
H
5.8
13.3
23.3
53.0
4.2
9.4
16.7
37.5
1.7
3.8
6.7
15.0
2.9
6.7
11.7
26.590°BENDTEE 45° BEND ANDDEAD END11 14" AND 22 12"BEND90°BENDTEE 45° BEND ANDDEAD END11 14" AND 22 12"BENDVERT ℄
OF PIPE
AND BLOCK
CONCRETE
THRUST
BLOCK
COMPACT SAND
AND GRAVEL
PIPE
SIZE
2.1
4.7
8.4
18.8
1.0
1.9
3.4
7.5
2.2
5.0
8.8
20.0
1.6
3.5
6.3
14.0
1.0
1.4
2.5
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE AND 3'-0" MIN COVER
OVER WATER MAIN
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"
DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN
SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING FOR VERTICAL FITTINGS (POURED IN PLACE)
SHALL BEAR AGAINST UNDISTURBED NATIVE GROUND.
3.ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER
MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER
CONCRETE HAS REACHED MINIMUM COMPRESSIVE STRENGTH.
4.ALL BLOCKING SHALL BE COMMERCIAL CLASS 3000 CONCRETE.
5.AFTER INSTALLATION, SHACKLE RODS AND PIPE SADDLES
SHALL BE CLEANED AND COATED WITH 2 COATS OF ASPHALTIC
VARNISH, ROYSTON ROYKOTE #612M OR APPROVED EQUAL.
6.SHACKLE RODS SHALL BE FUSION BONDED EPOXY COATED
ROUND MILD STEEL, ASTM A 36, WITH THREADS ON ENDS
ONLY.
7.BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE
GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT
COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS.
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE
PROVIDED.
WRAP PIPE AND FITTINGS
WITH 8-MIL POLYETHYLENE
SHEETING AS BOND BREAK
BETWEEN PIPES AND
CONCRETE THRUST BLOCK
2' BELOW FINISHED GRADECURB
STREET
8" TO 10"6" MIN.
(TYP.)
INLET
22°PROPERTY ORSINGLE
ELL
CHECK EASEMENTLINECUSTOMER SERVICE LINE TO HOUSE OR
BUILDING INSTALLED UNDER PLUMBING PERMIT
NOTES:
1.SEE SEC. 3.10 FOR PRE-APPROVED METER SETTERS AND METER
BOXES.
2.PROVIDE 8" MIN. CLEARANCE BETWEEN OUTSIDE EDGES OF
ADJACENT METER BOXES.
3.CENTER METER SETTER IN METER BOX; FRONT-TO-BACK,
SIDE-TO-SIDE.
4.12 GAUGE INSULATED SOLID COPPER LOCATING WIRE, PLASTIC
COATED, FOR POLY PIPE ONLY. BARE WIRE ENDS. NO SPLICES
WILL BE ALLOWED. PERMANENTLY CONNECT WIRE END TO SADDLE
OR CORP. STOP.
5.PERMANENTLY CONNECT BARE WIRE ENDS TO METER SETTER
AND TAPPING SADDLE WITH STAINLESS STEEL HOSE CLAMPS.
6.INSPECTION LID IS ONLY INCLUDED IN PLASTIC BOXES ALLOWED
IN PLANTER STRIPS.
7.ALL NEW INSTALLATIONS AND REPLACEMENTS SHALL ENSURE BOX
AND SETTER PLACEMENT IS OR WILL BE SQUARE TO THE NEW OR
EXISTING HARDSCAPE SURROUNDINGS.
END OF CITY OF KENT MAINTENANCE
RESPONSIBILITY PER KENT CITY CODE SECTION
7.02.040
2' MAX. FROM
PROPERTY LINE
SIDEWALK (6" MIN.)
OR PLANTER STRIP
INSPECTION LID, SEE NOTE 6
SEE NOTE 4
SIDEWALK OR
PLANTER STRIP
SEE NOTE 5
SEE NOTE 4
CL.-52 DUCTILE IRON WATER MAIN.
ANGLE METER STOP
WITH PADLOCK WINGS
METER SETTER (34" OR 1"
DEPENDING ON METER)
SEE NOTE 1
1" PACK JOINTx34" I.P.
THREAD MALE ADAPTER
(34" SETTER ONLY)
INSTALL AN 18" PIECE OF SCHEDULE 80 PVC
PIPE IN METER SETTER BRACE EYE.
1"Ø MIN. TYPE "K" COPPER PIPE
OR POLYETHYLENE PLASTIC PIPE
TO PROPERTY LINE
METER BOX
SEE NOTE 1
STOP SHALL BE LOCATED IN BOX
WHERE ANGLING OF SHUT-OFF.
WRENCH IS NOT REQUIRED
1" PACK JOINT ADAPTER X
1" I.P. FEMALE THREAD
1" CORP. DOUBLE
STRAP SADDLE
PLAN VIEW PROPERTY OR EASEMENT LINES/WANGLE STOP
ACCESS
METER
SETTERS
SEE NOTE 7
INSPECTION LID
AND METER WHEN
EQUIPPED
8" TO 10" OF 5/8"
GRAVEL FOR
DRAINAGE AND BOX
SUPPORT
SEE NOTE 4
UNOBSTRUCTED
ANGLE STOP
ACCESS
WATER MAINDRILL
HOLE
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN
ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER
AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF
KENT. A COPY MAY BE OBTAINED UPON REQUEST.
3" MINIMUM 3/4" WASHED ROCK
2" MIN.
GROUT PENETRATION (TYP)
FOR 2" INSTALL:
OLDCASTLE MODEL #444-LA OR APPROVED EQUAL WITH 3'X3' HATCH
(H20 RATED) FOR PLANTER AREAS ONLY, SEE NOTE 1
FOR 4" AND 6" INSTALL:
OLDCASTLE MODEL #506-LA WITH 55-332P COVER, SEE NOTE 1
EXISTING GRADE
NOTES:
3'x3'x4" 3000 PSI
CONCRETE PAD IN
UNPAVED AREAS
2" MIN.
FOR 2" INSTALL: SWING JOINT
(2) STREET ELBOW
FOR 4" AND 6" INSTALL: CL. 52
DUCTILE IRON 90° ELBOW
AND CONNECT TO TEE
2" MIN.
OPEN KNOCKOUT
FOR DRAINAGE (TYP)
SEE NOTE 5
PLUG
6" NIPPLE
SEE NOTE 6
CL
UNIONS
TEE 4" MIN.6" MAX.
2" MIN.
90° BEND (TYP)
6" NIPPLE
ANCHORS
DISCHARGE RISER
3" MINIMUM 3/4"
WASHED ROCK
FOR 2" INSTALL MIPT X MIPT CORPORATION STOP FORD #FB 500,
AY MCDONALD, MUELLER OR APPROVED EQUAL
FOR 4"
AND 6"
INSTALL:
STAINLESS
STEEL
SCREEN
BETWEEN
FLANGES
FOR 2" INSTALL: VALVE #145C
OR APPROVED EQUAL 2" APCO
HEAVY DUTY AIR RELEASE
FOR 4" AND 6" INSTALL:
VAL-MATIC COMBINATION AIR
VALVE MODEL VM-206C
STYROFOAM INSULATION
"PEANUTS" IN HEAVY NYLON
MESH BAGS
MAINTAIN
POSITIVE
SLOPE
SEE NOTE 2
SEE NOTE 2
NO SPLICES OR
JOINTS ARE ALLOWED
WHEN LESS THAN 18
FEET IN LENGTH
SEE NOTE 2
2", 4" OR 6"
RESILIENT
WEDGE
GATE VALVE
VALVE BOX AND
EXTENSION SEE KENT
STANDARD PLAN 3-7
1.INSTALLATIONS IN AREAS REQUIRING TRAFFIC BEARING VAULTS REQUIRE APPROVAL BY THE ENGINEER. INSTALLATIONS IN SIDEWALKS
AND/OR PEDESTRIAN CIRCULATION PATHS REQUIRE A SLIP RESISTANT SURFACE.
2.DISCHARGE RISER SHALL BE INSTALLED IN PLANTER AREAS ONLY. ANCHOR RISER WITH 2"x1/4" STAINLESS STEEL STRAPS AND 3/8"
HILTI EXPANSION BOLTS. PAINT THE ABOVEGROUND PIPING WITH TWO (2) COATS OF FARWEST WONDERGLOW QUICKSET
HI-PERFORMANCE ENAMEL, #1100 SERIES, WHITE.
3.FOR 2" INSTALLATION: PIPE AND FITTINGS TO BE BRASS FOR INLET
SIDE OF AIR RELEASE VALVE.
FOR 4" AND 6" INSTALLATION: PIPE AND
FITTINGS TO BE CL. 52 DUCTILE IRON.
4.PIPE AND FITTINGS TO BE
GALVANIZED FOR OUTLET SIDE
OF AIR RELEASE VALVE.
5.OPTIONAL INSTALLATION FOR
SHALLOW WATER MAIN DEPTHS.
6.CENTER AIR VAC ASSEMBLY
IN THE VAULT.
FOR 2" INSTALL: DOUBLE STRAP SADDLE SMITH BLAIR #313-18888-14 OR
APPROVED EQUAL FOR 4" AND 6" INSTALL: CL. 52 DUCTILE IRON TEE
OPEN
FLANGE
COMPANION
FLANGE WITH
BREAKAWAY BOLTS
VAULT MODEL #444-LA 3'-4"
VAULT MODEL #506-LA 3'-11"
FOR 2" INSTALL:
2"x3" SCREEN-BRASS STRAINER
BEEHIVE BLOWOFF 1/8" SLOTTED
HOLES. OR GALV. 1/16" THICK
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.
18" MIN. OR MORE
ABOVE GRADE TO
ELIMINATE RISK OF
SUBMERGENCE
PRECAST BASE JOINT
*
*4" MIN.16" MAX.26" MAX.MAX. HEIGHT 25'48" OR 54"12"(TYP.)24"
MORTAR
FILLET
6" FOR 48" DIA
8" FOR 54" DIA
*6"
FOR SEPARATE
CAST IN PLACE
ONLY
SEPARATE CAST IN PLACE OR
SEPARATE PRECAST BASE
"O" RING
REINFORCING STEEL (FOR
SEPARATE BASE ONLY)
0.23 SQ. IN./FT. IN EACH
DIRECTION FOR 48" DIA
0.19 SQ. IN./FT. IN EACH
DIRECTION FOR 54" DIA.
REINFORCING STEEL (FOR PRECAST BASE WITH INTEGRAL RISER) 0.15 SQ.
IN./FT. IN EACH DIRECTION FOR 48" DIA 0.19 SQ. IN./FT. IN EACH
DIRECTION FOR 54" DIA.
1'-0"
CSTC PIPE BEDDING, 12" MIN. COMPACTED DEPTH.
PRECAST BASE WITH INTEGRAL RISER
CONSTRUCT IN FIELD: CHANNEL AND SHELF TO THE CROWN
OF THE PIPE, SLOPE=2% (TYP.) 1/4" PER FOOT
LADDER EMBEDDED IN CHANNEL SHELF SEE STANDARD PLAN 4-5
PRECAST RISER SECTIONS. GROUT SECTION JOINTS AND PICKHOLES (TYP)
DROP RUNG SAFETY STEPS, SEE STANDARD PLAN 4-5
PRECAST CONE (ECCENTRIC UNLESS OTHERWISE SPECIFIED)
HANDHOLD (TYP.) SEE STANDARD PLAN 4-5
3/8" GROUT, INSIDE, OUTSIDE AND IN BETWEEN GRADE RINGS
ADJUSTMENT GRADE RINGS, LEVELING BRICKS MAY BE USED ON TOP
RING, SEE STANDARD PLAN 4-5
MANHOLE FRAME AND LOCKING COVER, SEE WSDOT STANDARD
PLAN B-30.70
DESIGN ASSUMPTIONS HEIGHT:
8' TO 12'; SOIL BEARING VALUE EQUALS 3300 #/FT. (MIN.) HEIGHT:
OVER 12' TO 25'; SOIL BEARING VALUE EQUALS 3800 #/FT. (MIN.)
7. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED. IN
LOCATIONS WITH HIGH WATER TABLES, EXTERIOR COATING AND
JOINT SEALANT TAPE WILL BE REQUIRED TO PREVENT HYDRO
STATIC WATER INFILTRATION OF MANHOLE.
8. MORTAR 3/8" LINING OUTSIDE, INSIDE, AND IN BETWEEN THE
ADJUSTMENT SECTION TO FORM A SMOOTH WATERTIGHT FINISH.
9. GROUT ALL MANHOLE SECTION JOINTS AND PICKHOLES OUTSIDE
AND INSIDE TO A SMOOTH FINISH.
10.400 FT MAXIMUM SPACING OF MANHOLES (TYP).
NOTES:
1.MANHOLE REQUIRED WHEN CONNECTION TO MAIN IS 8" DIA. OR GREATER.
2.MANHOLES TO BE CONSTRUCTED IN ACCORDANCE W/ AASHTO M-199 AND
(ASTM C 478) UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE
WSDOT STD. SPECS.
3.PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS.
KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM.
4.KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS
MANHOLE WALL THICKNESS. MAX. HOLE SIZE IS 36" FOR 48" MANHOLE , 42"
FOR 54" MANHOLE. MIN. DISTANCE BETWEEN HOLES IS 8".
5. MANHOLE RINGS & COVERS SHALL BE IN
ACCORDANCE WITH WSDOT STANDARD
SPECIFICATIONS & MEET THE STRENGTH
REQUIREMENTS OF FEDERAL
SPECIFICATION RR-F-621D. MATING
SURFACES SHALL BE FINISHED TO
ASSURE NON-ROCKING FIT WITH ANY
COVER POSITION.
6.ALL BASE REINFORCING STEEL SHALL
HAVE A MIN. YIELD STRENGTH OF 60,000
PSI AND BE PLACED IN THE UPPER HALF
OF THE BASE WITH 1" MIN. CLEARANCE.
12" MIN.
18" MAX.
1'-0"
4" MIN.
8" SEWER
MAIN
4" MIN.
LATERAL CONNECTIONS TO MATCH
MAINLINE CROWN. CONNECTION AT
EX. SHELF HEIGHT UNACCEPTABLE
FLOW
CHANNEL
6" MIN.SLOPE 1/4" PER 12"
KOR-N-SEAL BOOT
CONNECTION (TYP.)
SECTION A-A
A
A
PRECAST BASE WITHINTEGRAL RISER18"
TYP.
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN
ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER
AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF
KENT. A COPY MAY BE OBTAINED UPON REQUEST.
SEE 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"
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
SECTION A-A
2" CLEAR FROM SUBGRADE2- #4 BARS
4" CLEAR TYPICAL
*DIMENSIONS PER ROADWAY CLASSIFICATIONS
*
SIDEWALK
DRIVEWAY WIDTH AS SPECIFIED
ON PLANS: 30' MAX.
EXPANSION JOINT
(TYP.) SEE NOTE 3
PLANTER
STRIP OR
SIDEWALK
FIRE HYDRANTS, STREET LIGHTS,
UTILITY POLES, GUY WIRES AND
OTHER OBSTACLES MUST BE
RELOCATED 5' MINIMUM FROM THE
DESIGN VEHICLES TURNING RADIUS
**
1'-6"
8"
8"
*VARIES
6"
CRUSHED SURFACING TOP COURSE
4" MIN. DEPTH
1/2" TYP.
1" FOR REVERSE
SLOPE DRIVEWAY 12% MAX.
FULL DEPTH BOND BREAK
MATERIAL: 30 LB ROOFING
FELT, 6 MIL PLASTIC OR
APPROVED EQUAL
1.5%
5'-0" MIN.
#4 BARS AT 12" EACH WAY; WIRE TIED AT EACH
INTERSECTING POINT; SUPPORTED BY 2" SQUARE
MORTAR CUBE OR INDUSTRY STANDARD "CHAIR"
AND 3' MAXIMUM SPACING OF SUPPORTS. BAR
SHALL EXTEND BEYOND CONSTRUCTION JOINTS
AND LAPPED A MINIMUM OF 15" AT SPLICE POINTS.
1.CONCRETE WITHIN 8" THICK LIMITS
SHALL BE PORTLAND CEMENT
CONCRETE MIX WITH A COMPRESSIVE
STRENGTH OF 3000 PSI IN 3 DAYS.
FINISH SHALL BE BRUSHED
TRANSVERSELY WITH A FIBER OR
WIRE BRUSH, "BROOM FINISH".
2.ALL UTILITY APPURTENANCES WHICH
ALTER THE TRAVEL SURFACE SHALL
NOT BE ALLOWED. DESIGN OF
STORM DRAIN CATCH BASINS SHALL
CONSIDER DRIVEWAY LAYOUT AND BE
AVOIDED.
3.EXPANSION JOINTS SHALL BE PLACED
AT 15' MAXIMUM SPACING.
ELASTOMETRIC JOINT MATERIAL
SHALL BE IN CONFORMANCE TO
AASHTO M220.
4.SEE STANDARD PLAN 6-48 FOR
DRIVEWAY SLOPES BEHIND
SIDEWALK.
5.ENTERING SIGHT DISTANCE SHALL
MEET AASHTO STANDARDS AND
DETAILS 6-50 THRU 6-54.
6.DESIGN SIDEWALK CROSS GRADE
SHALL BE 1.5%. CONSTRUCTION
TOLERANCES SHALL BE 1% MIN AND
2% MAX.
NOTES:
LIMITS FOR 8" THICK
REINFORCED DRIVEWAY
SEE NOTE 2
6' MIN.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.
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.
8. PROVIDE TRANSITION SIDEWALK, 5' MIN. WHEN TRANSITIONING TO EXISTING
SIDEWALK.
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.
2021 Watermain Improvements/Almaroof A - 2 April 5, 2021
Project Number: 21-3002
WSDOT STANDARD PLANS
ROADWAY CONSTRUCTION
A-40.00-00 Dowel Bar Baskets
A-40.15-00 PCC Pavement Isolation Joints (2 sheets)
DRAINAGE STRUCTURES AND HYDRAULICS
B-30.15-00 ADA Grates for Rectangular Frames
B-30.70-04 Circular Frame (Ring) and Cover
CURBS, SIDEWALK AND DRIVEWAYS
F-10.12-03 Cement Concrete Curbs
F-30.10-03 Cement Concrete Sidewalk
F-45.10-02 Detectable Warning Surface
ROADWAY DELINEATION
M-20.20-02 Profiled and Embossed Plastic Lines
1'-0"
Z
W
2
W
a
W
W
W
U
Z
O
U
W
0
W
❑
W
1 1/2"
WIRE LEG (TYP.)
DOWEL BARS SPACED @ 1' - 0" ON CENTER, AT TRANSVERSE JOINT
WIRE LEG (TYP.)
- SEE NOTE 1
SPREADER WIRES (TYP.)
- 0.117" DIAM.
3 PER ASSEMBLY
(WELD TO TOP SPACER BARS)
TOP SPACER BAR (TYP.)
B 0.362" DIAM.
2 PER ASSEMBLY
(WELD TO LEG CHAIRS)
DOWEL BAR BASKET
PLAN VIEW
"U" SHAPE ASSEMBLY SHOWN
PAVEMENT LANE WIDTH
SPREADER WIRE (TYP.)
BOTTOM SPACER BARS
SECTION AO
ELEVATION VIEW
"U" SHAPE ASSEMBLY SHOWN
BOTTOM SPACER BAR (TYP.)
- 0.362" DIAM.
2 PER ASSEMBLY
(WELD TO LEG CHAIRS)
DOWEL BAR (TYP.)
- SEE NOTE 1
1 1/2"
y (TYP.)
0
H
Z
O
J
z
H
0
Z
O
J
F-
Z
W
2
W
n
W
F-
LU
W A
Z
O
U
W
0
W
0
W
TOP
SPACEF'
BAF
WIRE I
"U" SHAPE
ISOMETRIC VIEW
"U" SHAPE ASSEMBLY SHOWN
NOTES
1. The "U" shape or "V" shape are both acceptable.
2. Wire sizes shown are minimum required.
3. All wire intersections are to be welded.
4. Basket must be firmly attached to existing or new base.
5. Dowels and Tie Bars shall be held firmly in the above
welded assembly.
6. Do not clip Spreader Wires.
DOWEL BAR TOP
.US 1/8" SPACER
BAR
BOTTOM
SPACER
BAR
DETAIL
OC
WIRE LEG DETAILS
"V" SHAPE
DOWEL BAR
US 1/8"
BOTTOM
SPACER
BAR
OF WASgl
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DOWEL BAR BASKETS
STANDARD PLAN A-40.00-00
SHEET 1 OF 1 SHEET
SECTION ( B
APPROVED FOR PUBLICATION
DATESTATE DESIGN ENGINEER
Washington State Department of Transportation
1' -
0"
CURB
FACE OF
1' - 0" (TYP.)4" R
PAD
ISOLATION
TRACK
JOINT
USUAL
LESS
THAN
4' - 0"RECTANGULAR FRAME
JOINT FILLER
3/4" PREMOLDED
ISOLATION JOINT ~
4' - 0" OR MORE
CURB
FACE OF
FRAME
RECTANGULAR 1' - 0"FRAME
CIRCULAR 1' - 0"FRAME
CIRCULAR
JOINT (TYP.)
PAVEMENT
JOINT FILLER
3/4" PREMOLDED
ISOLATION JOINT ~1' - 0"TRACK
JOINT
USUAL
FRAME
CIRCULAR
PAVEMENT JOINT (TYP.)
JOINT FILLER
3/4" PREMOLDED
ISOLATION JOINT ~
STANDARD PLAN A-40.15-00
SHEET 1 OF 2 SHEETS
ISOLATION JOINTS
PCC PAVEMENT
CONDITION A CONDITION B
CONDITION D
CONDITION E CONDITION F
CONDITION G
CONDITION H
CONDITION J
FACE OF CURB
(COMBINATION INLET SHOWN)
RECTANGULAR FRAME1' - 0"FRAME
CIRCULAR 1' - 0"PAVEMENT JOINT (TYP.)
FRAME
CIRCULAR
JOINT
ADJUSTED PAVEMENT
LESS
4' - 0"
THAN
CONDITION I
4' - 0"
OR LESS
4' - 0"
OR MORE 4' - 0"OR MORE4' - 0"OR LESS1' - 0"
CURB
FACE OF
CONDITION C
PAVEMENT JOINT
4' - 0"
OR MORE
NOTE
LESS
THAN
4' - 0"
FACE OF CURB
ALL CONDITIONS ARE SHOWN IN PLAN VIEW.
(SHOULDER USE ONLY)6' - 0" MIN.PAVEMENT JOINT
PAVEMENT JOINT
JOINT (TYP.)
PAVEMENT
PAVEMENT JOINT (TYP.)
FACE OF CURB
EDGE OF SHOULDER
DRAWN BY: FERN LIDDELLJOINT FILLER
3/4" PREMOLDED
ISOLATION JOINT ~
JOINT FILLER
3/4" PREMOLDED
ISOLATION JOINT ~
JOINT FILLER
3/4" PREMOLDED
ISOLATION JOINT ~
JOINT FILLER
3/4" PREMOLDED
ISOLATION JOINT ~
JOINT FILLER
3/4" PREMOLDED
ISOLATION JOINT ~
JOINT FILLER
3/4" PREMOLDED
ISOLATION JOINT ~
JOINT FILLER
3/4" PREMOLDED
ISOLATION JOINT ~
JOINT FILLER
3/4" PREMOLDED
ISOLATION JOINT ~
SPACING = 6" O.C.
TIE BAR ~ # 5 BAR, 30" LONG
SPACING = 6" O.C.
30" LONG
TIE BAR ~ # 5 BAR,
JOINT (TYP.)
ADJUSTED PAVEMENT
JOINT
PAVEMENT
TRACK (TYP.)
USUAL JOINT
SPACING = 6" O.C.
# 5 BAR, 30" LONG
TIE BAR ~
SPACING = 6" O.C.
# 5 BAR, 30" LONG
TIE BAR ~ STA TEOFWASHINGT
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NEPRAC .J DRAWDE
29635
Pasco Bakotich III 08-11-09PORTATION. A COPY MAY BE OBTAINED UPON REQUEST.FILE AT THE WASHINGTON STATE DEPARTMENT OF TRANS-THE ENGINEER AND APPROVED FOR PUBLICATION, IS KEPT ON BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
DATESTATE DESIGN ENGINEER
Washington State Department of Transportation
STANDARD PLAN A-40.15-00
SHEET 2 OF 2 SHEETS
ISOLATION JOINTS
PCC PAVEMENT
FEATURE
TYPICAL ISOLATION JOINT GUIDELINES
CONDITION
PAVEMENT SECTION
FACE THROUGH THE
CONTINUOUS VERTICAL
TRANSVERSE JOINT
FROM NEAREST
DISTANCE
A
B
C
D
E
F
G
H
USE
USE
USE
-----
-----
USE
USE
USE
-----
-----
-----
-----
-----
-----
-----
-----
CONDITION A CONDITION B CONDITION D CONDITION E
CONDITION F
CONDITION G CONDITION H
CONDITION I
CONDITION J
PAVEMENT JOINT (TYP.)
T - JOINT DETAIL
PAVEMENT SECTION
LIPS IN THE
EDGES, FLANGES OR
I USE -----< 4 FT FROM JOINT
SECTION A
1 2
1
TYPICAL APPLICATIONS
SECTION B
2
IN PAVEMENT SECTION
EDGES, FLANGES OR LIPS
A
B
JOINT FILLER
3/4" PREMOLDED
ISOLATION JOINT ~
JOINT FILLER
3/4" PREMOLDED
ISOLATION JOINT ~
JOINT FILLER
3/4" PREMOLDED
ISOLATION JOINT ~
PAVED SECTION
FACE THROUGH THE
CONTINUOUS VERTICAL
CONDITION C
PLAN
COMBINATION GRATE
CATCH BASIN OR
COMBINATION GRATE
CATCH BASIN OR
CONCRETE INLET
CATCH BASIN OR
GRATE INLET,
CONCRETE INLET
CATCH BASIN OR
GRATE INLET,
CONCRETE INLET
CATCH BASIN OR
GRATE INLET,
COMBINATION GRATE
CATCH BASIN OR
USE
USE
CATCH BASIN TYPE 2
MANHOLE OR
CATCH BASIN TYPE 2
MANHOLE OR
CATCH BASIN TYPE 2
MANHOLE OR
J USE -----CATCH BASIN TYPE 2
MANHOLE OR
< 4 FT FROM JOINT
< 4 FT FROM JOINT
> 4 FT FROM JOINT
> 4 FT FROM JOINT
> 4 FT FROM JOINT
-----
-----
PAVEMENT JOINT (TYP.)
WITH RECTANGULAR GRATE CAST INTO ADJUSTMENT SECTION.
FILL WITH JOINT SEALER
FULL-DEPTH HOLE,
DRILL A 2" DIAM. DRAWN BY: FERN LIDDELLSTA TEOFWASHINGT
O
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EGISTEREDPROFE
S
SIONAL ENGINEERRET
NEPRAC .J DRAWDE
29635
Pasco Bakotich III 08-11-09PORTATION. A COPY MAY BE OBTAINED UPON REQUEST.FILE AT THE WASHINGTON STATE DEPARTMENT OF TRANS-THE ENGINEER AND APPROVED FOR PUBLICATION, IS KEPT ON BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER
Washington State Department of Transportation
NOTES
1.
2.
1/2"
(TYP.)
GRATE FRAME
PLAN VIEWPLAN VIEW PLAN VIEW PLAN VIEW
ISOMETRIC VIEWS
RECTANGULAR FRAMES
ADA GRATES FOR
STANDARD PLAN B-30.15-00DRAWN BY: BILL BERENSALTERNATIVE 1
GRATE
ALTERNATIVE 2
GRATE
ALTERNATIVE 3
GRATE
(GRATE ALTERNATIVE 1 SHOWN)
SEE STANDARD PLAN B-30.10
FOR DETAILS NOT SHOWN,
1/2"
(TYP.)
(TYP.)
1"1"(TYP.)5"(TYP.)1"(TYP.)(TYP.)
1 1/4"
(TYP.)
10 3/8"1"
(TYP.)1"(TYP.)(TYP.)(TYP.)3/4"1/2"29 1/4"25 1/4"3.
4.1/2" BAR(TYP.)1/2" SLOT(TYP.) for additional requirements.Standard Specification Section 9-05.15 and 9-05.15 (2)Refer to
ADA requirements.
Grate alternatives shown for informational purposes. Grate design varies by manufacturer and must meet
All grates shall be 20" (in) x 24" (in).
mechanism. Location of bolt-down holes varies by manufacturer.
304 Stainless Steel (S.S.) 5/8" (in) - 11 NC × 2" (in) Allen head cap screw by being tapped, or other approved
Provide 2 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the
Bolt-down capability is required on all frames, grates, and covers, unless specified otherwise in the Contract.STA TEOFWASHINGT
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41819
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
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FACE OF CURB VARIES 12" TO 24"
VARIES
10" TO 22"
(SEE CONTRACT)
FACE OF CURB
1/2" (IN) R.
FACE OF CURB
1" (IN) R. /:1_ '2: \"h ~tci~~ ROADWAY Co/ I ~2" (IN) ROADWAY
I> .•
~· . I>·~ :r .. , .. '~
, • 1' -:.' • • .I ~ I.
6 1/2"
1/2" (IN) R.
FACE OF CURB
FLUSH WITH GUTTER PAN AT CURB 0 RAMP ENTRANCE -1/2" (IN) VERTICAL
LIP AT DRIVEWAY ENTRANCE
DUA~FACEDCEMENTCONCRETE
TRAFFIC CURB AND GUTTER
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
DEPRESSED CURB SECTION
AT CURB RAMPS AND
DRIVEWAY ENTRANCES
b
' .....
~-
3/8" (IN) PREMOLDED JOINT FILLER
(WHEN ADJACENT TO CEMENT
CONCRETE SIDEWALK)
CEMENT CONCRETE PEDESTRIAN CURB
1/2" (IN) R.
VARIES FROM t . 6" (IN) TO 0" (IN) •
6" I>
.____....____,
CEMENT CONCRETE
CURB RAMP, LANDING,
OR DRIVEWAY
ENTRANCE
I> .•
~-
3/8" (IN) PREMOLDED
JOINT FILLER
CEMENT CONCRETE PEDESTRIAN CURB
AT CURB RAMPS, LANDINGS,
AND DRIVEWAY ENTRANCES
NOTE
1. See Standard Plan F-30.1 0 for Curb Expansion and
Contraction Joint spacing and see Standard
Specification Sections 8-04 and 9-04 for
additional requirements.
FACE OF CURB FACE OF CURB
1" (IN) R.
DUAL-FACED CEMENT
CONCRETE TRAFFIC CURB
ROADWAY
FACE OF CURB
CEMENT CONCRETE
TRAFFIC CURB
ROADWAY
1/2" (IN) R.
I> .•
"'" ~ . . . .
I> .•
MOUNTABLE CEMENT
CONCRETE TRAFFIC CURB
ROADWAY
CEMENT CONCRETE CURBS
STANDARD PLAN F-10.12-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .....
... Washington State Department of Transportation
~f?<(,~ "'"' <:>~;~~.
~~~ SEE RAISED EDGE
DETAIL -THIS SHEET
1'-0" 1'-0"
ROUNDING
I
BRIDGE OR PEDESTRIAN
RAILING
BARRIER -SEE
2'-0"
MIN.
SIDEWALK
(SEE CONTRACT)
1/2" (IN) R. (TYP.)
WITH RAISED EDGE
SIDEWALK
(SEE CONTRACT)
ADJACENT TO CURB
(STEEP FILL SLOPES)
1'-0" SIDEWALK
MIN. (SEE CONTRACT)
3/8" (IN) PREMOLDED
JOINT FILLER
ADJACENT TO CURB
SIDEWALK
CONTRACT PLANS ---~-----/ (SEE CONTRACT)
1/2" (IN) R. (TYP.)
FLUSH
VERTICAL WALL -
SEE DETAIL
FOR SIDE TREATMENT
SEE OTHER SIDEWALK
SECTIONS
I
I
I
I
ADJACENT TO CURB AND RAILING OR WALL
3'-0" MIN.
SIDEWALK BUFFER STRIP
(SEE CONTRACT) (SEE CONTRACT)
2.0% MAX.
FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING -FLUSH IF PAVED
ADJACENT TO BUFFER STRIP
FOR SIDE TREATMENT SIDEWALK 6 1/2"
SEE OTHER SIDEWALK SECTIONS
1/2" (IN) R. (TYP.)
(SEE CONTRACT)
CURB NOT INCLUDED IN BID ITEM -
SEE STANDARD PLAN F-10.12
/.0.. FINISHED GRADE 1" (IN) BELOW
"V" TOP OF CONCRETE SURFACE
CURB NOT INCLUDED IN BID ITEM -
SEE STANDARD PLAN F-10.12
WALL OR BARRIER
NOTE
2.0% MAX.
• lio l>·•
• • • • • I> • • l> • ~
SEE CURB FACE DETAIL
MONOLITHIC CEMENT CONCRETE
CURB AND SIDEWALK
1. Four feet of the sidewalk width shall be the minimum pedestrian accessible
route free of vertical and horizontal obstructions. Gratings, Access Covers,
Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the
sidewalk must have slip resistant surfaces, be flush with surface, and match
grade of the sidewalk.
SIDEWALK
1/2" (IN) R.
CURB NOT INCLUDED IN BID ITEM -
SEE STANDARD PLAN F-10.12 3/8" (IN) PREMOLDED
JOINT FILLER
SIDEWALK ADJACENT TO WALL DETAIL
CURB NOT INCLUDED IN BID ITEM -
SEE STANDARD PLAN F-10.12
CURB NOT INCLUDED IN BID ITEM -
SEE STANDARD PLAN F-10.12
LEVEL
1/2" (IN) R.
Co
II
6"
t>'
RAISED EDGE DETAIL
EXTEND SIDEWALK TRANSVERSE
JOINTS TO INCLUDE RAISED EDGE
PREMOLD ED
JOINT FILLER
@ EXPANSION JOINT
ISOMETRIC VIEW
JOINT AND FINISH
DETAIL
@ CONTRACTION JOINT
FACE OF CURB
ROADWAY
CURB FACE DETAIL
EXTEND SIDEWALK TRANSVERSE EXPANSION
JOINTS TO INCLUDE CURB (FULL DEPTH)
BROOMED FINISH (TYP.)
4" (IN) WIDE, SMOOTH-TROWELED
PERIMETER
CEMENT CONCRETE CURB
(CURB AND GUTTER SHOWN)
NOT INCLUDED IN BID ITEM
SEE STANDARD PLAN F-10.12
CEMENT CONCRETE
SIDEWALK
STANDARD PLAN F-30.10-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER ......
... Washington State Department of Transportation
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
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 Watermain Improvements/Almaroof A - 3 April 5, 2021
Project Number: 21-3002
TRAFFIC CONTROL PLANS
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
28” REFL. CONE
R RR RRIGHT LANE
CLOSED
AHEAD
W20-5R
ROAD
WORK
AHEAD
W20-1
W4-2L
SIDEWALK CLOSED
AHEAD
24” x 12”
R9-11L
CROSS HERE
KEEP
LEFT
R4-7
18” x 24”
W1-4
R3-1
24” x 24”
30” x 24”
M4-9V
DETOUR
DETOUR
AHEAD
W20-2
ROAD
CLOSED
AHEAD
W20-3
LEFT LANE
CLOSED
AHEAD
W20-5L
ROAD
WORK
AHEAD
W20-1
W4-2R
30” x 24”
M4-9V
DETOUR
30” x 24”
M4-9B
DETOUR CROSSWALK
CLOSED
36” x 24”
R9-3XC
SEE DETOUR ROUTE,
TOP RIGHT THIS SHEET.
SHALL MAINTAIN 11’
MIN. LANE WIDTH
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
R3-2
24” x 24”
SUPERVISOR
PHONE NUMBER (office)
2/4/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
WM.1
2021 WM Replacement
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ROAD
WORK
AHEAD
W20-1
AutoTek Tire & Ser vices
233 Central Ave S
Kent, WA 98032 CENTRAL AVE SE GOWE ST
E TITUS ST
LEFT
TURN LANE
CLOSED
AHEAD
ROAD
WORK
AHEAD
W20-1W4-2R
MATCH SHEET MW.2
DETOUR
30” x 24”
M4-9R R3-5R
ONLY
18” x 24”
E GOWE ST
E TITUS ST
E SAAR ST
E WILLIS ST
DETOUR
30” x 24”
M4-9L
DETOUR30” x 24”M4-9RDETOUR30” x 24”M4-9LDETOUR30” x 24”M4-9RRAILROAD AVE SCENTRAL AVE SDETOUR ROUTE
DETOUR30” x 24”M4-9VALLEYCLOSURE NOTE (MANDATORY): MUST NOTIFY GONNASON
BOATS 24 HOURS IN ADVANCE OF CLOSURE. SHALL NOT
CLOSE E SAAR ST DURING THIS CLOSURE.
Tori Gonnason 253-852-5336
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
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
IF APPLICABLE
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
LEGEND
WORK AREA
28” REFL. CONE
36” DELINEATOR POST
SIGN LOCATION
SEQUENTIAL ARROWBOARD
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
NO PARK BARRICADE
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
SPEED
LIMIT
25
SPEED
LIMIT
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
SPEED
LIMIT
25
SPEED
LIMIT
DRIVEWAY36” DELINEATOR POST
W6-3
CROSSWALK
CLOSED
36” x 24”
R9-3XC
30” x 24”
M4-9B
DETOUR
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES.
3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
E TITUS ST
REASON FOR CLOSURE:
Water main connection on Central Ave S.
Work shall be done during daytime hours
on a weekend.
R RR RRIGHT LANECLOSEDAHEADW20-5RROADWORKAHEADW20-1W4-2LSIDEWALK CLOSEDAHEAD24” x 12” R9-11LCROSS HERE KEEPLEFTR4-718” x 24” W1-4R3-124” x 24”DETOURAHEAD W20-2DETOUR30” x 24”M4-9R ROADCLOSEDAHEAD W20-3
30” x 24”
M4-9V
DETOUR
DETOUR
AHEAD
W20-2
ROAD
CLOSED
AHEAD
W20-3
LEFT LANE
CLOSED
AHEAD
W20-5L
ROAD
WORK
AHEAD
W20-1
W4-2R
30” x 24”M4-9VDETOUR
R3-5R
ONLY18” x 24”
30” x 24”
M4-9B
DETOUR
30” x 24”M4-9BDETOUR CROSSWALKCLOSED36” x 24”R9-3XC SEE DETOUR ROUTE, TOP RIGHT THIS SHEET.
SHALL MAINTAIN 11’
MIN. LANE WIDTH
ROADWORKAHEAD W20-1
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
E TITUS ST LEFT TURN LANECLOSEDAHEAD ROADWORKAHEAD W20-1W4-2RALLEY
CLOSURE NOTE (MANDATORY): MUST NOTIFY GONNASON
BOATS 24 HOURS IN ADVANCE OF CLOSURE. SHALL NOT
CLOSE E SAAR ST DURING THIS CLOSURE.
Tori Gonnason 253-852-5336
MANDATORYDURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH CONE TAPER = L CONE TAPER = LADVANCE WARNING SIGNSSPACED @ (X) OR AS PER SITE CONDITIONS.REFER TO SIGN SPACING CHART.THESE SIGNS SHALL BE DISPLAYEDDURING NON-WORKING HOURSACCORDING TO RCW 47.36.200IF APPLICABLECAUTIONSTEEL PLATEAHEADW8-24 MOTORCYCLESUSE EXTREMECAUTIONW21-1701
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
36” DELINEATOR POST
28” REFL. CONE
Enterprise Rent-A-Car
327 Central Ave S
Kent, WA 98032
CENTRAL AVE SE SAAR ST
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
SUPERVISOR
PHONE NUMBER (office)
2/4/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
WM.2
2021 WM Replacement
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
W2-401
E WILLIS ST
LEGEND
28” REFL. CONE
36” DELINEATOR POST
SIGN LOCATION
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
MATCH SHEET MW.1
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
CONE TAPER = L
SPEED
LIMIT
25
SPEED
LIMIT
SPEED
LIMIT
30
POSTED
SPEED
LIMITALLEYALLEY W6-3
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES.
3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
R RR RSEE DETOUR ROUTE,
TOP RIGHT THIS SHEET.
ROAD
WORK
AHEAD
W20-1 ALLEYGonnason Boats
307 Central Ave S
Kent, WA 98032
W2-401
CONE TOP
SIGN
KEEP
RIGHT
R4-7
18” x 24”
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W1-4
W1-4
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W2-401
DETOUR
AHEAD
W20-2
DETOUR
AHEAD
W20-2
R3-2
24” x 24”
R3-1
24” x 24”
DO NOT
ENTER
30” x 30”
R5-11
60” x 18”
M4-10D
DETOUR
48” x 30”
R11-2
ROAD
CLOSED
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1BNSFALLEY
CLOSED
36” x 24”
COORDINATE ALLEY
CLOSURE WITH
GARBAGE COLLECTION
R3-5R
ONLY
18” x 24”
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/4/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
WM.3
2021 WM Replacement
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
SHALL MAINTAIN 11’MIN. LANE WIDTH
E TITUS ST
CLOSURE NOTE (MANDATORY): MUST NOTIFY GONNASON
BOATS 24 HOURS IN ADVANCE OF CLOSURE. SHALL NOT
CLOSE E SAAR ST DURING THIS CLOSURE.
Tori Gonnason 253-852-5336
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
IF APPLICABLE
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
28” REFL. CONE
RAILROAD AVE SCENTRAL AVE SADVANCE 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
TEMPORARY TRAFFIC FLOW
NO PARK BARRICADE
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
E GOWE ST
E TITUS ST
E SAAR ST
E WILLIS ST
DETOUR
30” x 24”
M4-9L
DETOUR30” x 24”M4-9RDETOUR30” x 24”M4-9LDETOUR30” x 24”M4-9RRAILROAD AVE SCENTRAL AVE SDETOUR ROUTE
DETOUR30” x 24”M4-9VSPEED
LIMIT
30
POSTED
SPEED
LIMIT
SPEED
LIMIT
25
SPEED
LIMIT
ROAD WORK DOES
NOT AFFECT RR TRACKS
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES.
3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
ROAD
CLOSED
AHEAD
W20-3
ROAD
CLOSED
AHEAD
W20-3DRIVEWAY
**
**
REASON FOR CLOSURE:
Install new water main, concrete pavement,
asphalt overlay & curb ramps.
E TITUS ST
R RR RROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1
W4-2L
R3-2
24” x 24”
R3-1
24” x 24”
ROAD
CLOSED
AHEAD
W20-3
DETOUR
AHEAD
W20-2
ROAD
CLOSED
AHEAD
W20-3
DETOUR
AHEAD
W20-2
30” x 24”
M4-9V
DETOUR
30” x 24”
M4-9V
DETOUR
CROSSWALK
CLOSED
36” x 24”
R9-3XC
CROSSWALK
CLOSED
36” x 24”
R9-3XC
24” x 36”
R9-11
SIDEWALK
CLOSED
AHEAD
ROAD
WORK
AHEAD
W20-1
RIGHT LANE
CLOSED
AHEAD
W20-5R
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
28” REFL. CONE
SUPERVISOR
PHONE NUMBER (office)
2/4/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
WM.4
2021 WM Replacement
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
E GOWE ST
E TITUS ST
E SAAR ST
E WILLIS ST
DETOUR
30” x 24”
M4-9L
DETOUR30” x 24”M4-9RDETOUR30” x 24”M4-9LDETOUR30” x 24”M4-9RRAILROAD AVE SCENTRAL AVE SDETOUR ROUTE
DETOUR
30” x 24”
M4-9V
CLOSURE NOTE (MANDATORY): MUST NOTIFY ENTERPRISE
RENT-A-CAR 24 HOURS IN ADVANCE OF CLOSURE. SHALL NOT
CLOSE E TITUS ST DURING THIS CLOSURE.
Mathew Booth 253-859-0720
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
CONE TAPER = L
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
SEQUENTIAL ARROWBOARD
EXISTING TRAFFIC FLOW
TEMPORARY TRAFFIC FLOW
NO PARK BARRICADE
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
SPEED
LIMIT
25
SPEED
LIMIT
SEE DETOUR ROUTE,
TOP LEFT THIS SHEET.
Enterprise Rent-A-Car
327 Central Ave S
Kent, WA 98032
CENTRAL AVE STHESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
IF APPLICABLE
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
R3-5R
ONLY
18” x 24”E SAAR ST
SHALL MAINTAIN 11’
MIN. LANE WIDTH DRIVEWAY DRIVEWAY COORDINATE DRIVEWAY
CLOSURES WITH
ENTERPRISE RENT-A-CAR
MANDATORY:
Rear parking lot adjacent alley
shall be accessible at all times.ALLEY ALLEY **
**
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES.
3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
REASON FOR CLOSURE:
Install new water main. Water main
connection shall be done during daytime
hours on a weekend.
E TITUS ST
R RR RSEE DETOUR ROUTE,
TOP RIGHT THIS SHEET.ALLEYR3-2
24” x 24”
DO NOT
ENTER
30” x 30”
R5-11
60” x 18”
M4-10D
DETOUR
48” x 30”
R11-2
ROAD
CLOSED
ALLEY
CLOSED
36” x 24”
COORDINATE ALLEY
CLOSURE WITH
GARBAGE COLLECTION
SHALL MAINTAIN 11’ MIN. LANE WIDTH
E SAAR ST
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH RAILROAD AVE SLEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
NO PARK BARRICADE
SPEED
LIMIT
25
SPEED
LIMIT
SUPERVISOR
PHONE NUMBER (office)
2/4/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
WM.5
2021 WM Replacement
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
ROAD
WORK
AHEAD
W20-1
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
28” REFL. CONE
CLOSURE NOTE (MANDATORY): MUST NOTIFY ENTERPRISE
RENT-A-CAR 24 HOURS IN ADVANCE OF CLOSURE. SHALL NOT
CLOSE E TITUS ST DURING THIS CLOSURE.
Mathew Booth 253-859-0720
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
SPEED
LIMIT
30
POSTED
SPEED
LIMIT
Enterprise Rent-A-Car
327 Central Ave S
Kent, WA 98032
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
IF APPLICABLE
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
COORDINATE DRIVEWAY
CLOSURES WITH
ENTERPRISE RENT-A-CAR
DRIVEWAY DO NOT
ENTER
30” x 30”
R5-11 DRIVEWAY R3-5L
ONLY
18” x 24”
ROAD
WORK
AHEAD
W20-1
R3-5R
ONLY
18” x 24”NO SIDEWALK-EITHER
SIDE OF STREET
DETOUR
AHEAD
W20-2
DETOUR
AHEAD
W20-2
ROAD
CLOSED
AHEAD
W20-3
ROAD
CLOSED
AHEAD
W20-3
R3-1
24” x 24”
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
E GOWE ST
E TITUS ST
E SAAR ST
E WILLIS ST
DETOUR
30” x 24”
M4-9L
DETOUR30” x 24”M4-9RDETOUR30” x 24”M4-9LDETOUR30” x 24”M4-9RRAILROAD AVE SCENTRAL AVE SDETOUR ROUTE
DETOUR
30” x 24”
M4-9V
ALLEY**
**
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES.
3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
REASON FOR CLOSURE: Install new water main.
R RR RSEE DETOUR ROUTE,
TOP RIGHT THIS SHEET.ALLEYGonnason Boats
307 Central Ave S
Kent, WA 98032
W2-401
KEEP
RIGHT
R4-7
18” x 24”
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W1-4
W1-4
CROSSWALK
CLOSED
36” x 24”
R9-3XC
W2-401
DETOUR
AHEAD
W20-2
DETOUR
AHEAD
W20-2
R3-2
24” x 24”
R3-1
24” x 24”
DO NOT
ENTER
30” x 30”
R5-11
60” x 18”
M4-10D
DETOUR
48” x 30”
R11-2
ROAD
CLOSED
ROAD
WORK
AHEAD
W20-1
ROAD
WORK
AHEAD
W20-1BNSFALLEY
CLOSED
36” x 24”
COORDINATE ALLEY
CLOSURE WITH
GARBAGE COLLECTION
R3-5R
ONLY
18” x 24”
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/4/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
WM.6
2021 WM Replacement
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
SHALL MAINTAIN 11’MIN. LANE WIDTH
E TITUS ST
CLOSURE NOTE (MANDATORY): MUST NOTIFY GONNASON
BOATS 24 HOURS IN ADVANCE OF CLOSURE. SHALL NOT
CLOSE E SAAR ST DURING THIS CLOSURE.
Tori Gonnason 253-852-5336
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
IF APPLICABLE
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
28” REFL. CONERAILROAD AVE SCENTRAL AVE SADVANCE 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
TEMPORARY TRAFFIC FLOW
NO PARK BARRICADE
DISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
E GOWE ST
E TITUS ST
E SAAR ST
E WILLIS ST
DETOUR
30” x 24”
M4-9L
DETOUR30” x 24”M4-9RDETOUR30” x 24”M4-9LDETOUR30” x 24”M4-9RRAILROAD AVE SCENTRAL AVE SDETOUR ROUTE
DETOUR30” x 24”M4-9VSPEED
LIMIT
30
POSTED
SPEED
LIMIT
SPEED
LIMIT
25
SPEED
LIMIT
ROAD WORK DOES
NOT AFFECT RR TRACKS
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES.
3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
ROAD
CLOSED
AHEAD
W20-3
ROAD
CLOSED
AHEAD
W20-3DRIVEWAYDETOUR
AHEAD
W20-2
ROAD
CLOSED
AHEAD
W20-3
60” x 18”
M4-10D
DETOUR
48” x 30”
R11-2
ROAD
CLOSED
DETOUR
30” x 24”
M4-9R
DETOUR30” x 24”M4-9LDETOUR30” x 24”M4-9VR3-2
24” x 24”
R3-1
24” x 24”
**
**MATCH SHEET MW.8 REASON FOR CLOSURE: Install new storm system.
E/B closure will be allowed for limited time
during the weekend to install new storm pipe.
E TITUS ST
R RR RSEE DETOUR ROUTE 1,
TOP RIGHT THIS SHEET.ALLEYGonnason Boats
307 Central Ave S
Kent, WA 98032
CROSSWALK
CLOSED
36” x 24”
R9-3XC
DETOUR
AHEAD
W20-2
DETOUR
AHEAD
W20-2
R3-2
24” x 24”
R3-1
24” x 24”
DO NOT
ENTER
30” x 30”
R5-11
60” x 18”
M4-10D
DETOUR
48” x 30”
R11-2
ROAD
CLOSEDBNSF
R3-5R
ONLY
18” x 24”
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/4/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
WM.7
2021 WM Replacement
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
SHALL MAINTAIN 11’MIN. LANE WIDTH
E TITUS ST
CLOSURE NOTE (MANDATORY): MUST NOTIFY GONNASON
BOATS 24 HOURS IN ADVANCE OF CLOSURE. SHALL NOT
CLOSE E SAAR ST DURING THIS CLOSURE.
Tori Gonnason 253-852-5336
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
IF APPLICABLE
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
28” REFL. CONE
RAILROAD AVE SCENTRAL AVE SDISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
E GOWE ST
E TITUS ST
E SAAR ST
E WILLIS ST
DETOUR
30” x 24”
M4-9L
DETOUR30” x 24”M4-9RDETOUR30” x 24”M4-9LDETOUR30” x 24”M4-9RRAILROAD AVE SCENTRAL AVE SDETOUR ROUTE 1
DETOUR30” x 24”M4-9VSPEED
LIMIT
30
POSTED
SPEED
LIMIT
SPEED
LIMIT
25
SPEED
LIMIT
ROAD WORK DOES
NOT AFFECT RR TRACKS
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES.
3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES.
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
ROAD
CLOSED
AHEAD
W20-3
ROAD
CLOSED
AHEAD
W20-3DRIVEWAY
**
**
ROAD
WORK
AHEAD
W20-1
STOP
STOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ONE LANE
ROAD
AHEAD
W20-4
W20-7a
.
.
#
,
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
NO PARK BARRICADE
FLAGGING STATION
STOP
FLAGGING LANE CLOSURE
MATCH SHEET MW.8 ROAD
WORK
AHEAD
W20-1
SIDEWALK
CLOSED
36” x 24”
R9-9
SIDEWALK
CLOSED
36” x 24”
R9-9
ALLEY
CLOSED
36” x 24”
COORDINATE ALLEY
CLOSURE WITH
GARBAGE COLLECTION
SIDEWALK
CLOSED
36” x 24”
R9-9
24” x 36”
R9-11
SIDEWALK
CLOSED
AHEAD
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
E TITUS ST
REASON FOR CLOSURE: Install new storm system
& water main.
E TITUS ST
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
28” REFL. CONE1 AVE SSPEED
LIMIT
25
SPEED
LIMIT
SUPERVISOR
PHONE NUMBER (office)
2/4/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
WM.8
2021 WM Replacement
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
W TITUS ST
W WILLIS ST
DO NOT
ENTER
30” x 30”
R5-11
60” x 18”
M4-10D
DETOUR
48” x 30”
R11-2
ROAD
CLOSED
DETOUR
AHEAD
W20-2
ROAD
CLOSED
AHEAD
W20-3
DETOUR
AHEAD
W20-2
ROAD
CLOSED
AHEAD
W20-3
DETOUR
AHEAD
W20-2
ROAD
CLOSED
AHEAD
W20-3
DETOUR
30” x 24”
M4-9L
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
R3-2
24” x 24”
R3-1
24” x 24”
W GOWE ST
DETOUR
30” x 24”
M4-9R
LEGEND
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
CONTINUATION LINE
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES.
3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
4. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
5. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
R RR RSEE DETOUR ROUTE 1,
TOP RIGHT THIS SHEET.ALLEYGonnason Boats
307 Central Ave S
Kent, WA 98032
CROSSWALK
CLOSED
36” x 24”
R9-3XC
DETOUR
AHEAD
W20-2
DETOUR
AHEAD
W20-2
R3-2
24” x 24”
R3-1
24” x 24”
DO NOT
ENTER
30” x 30”
R5-11
60” x 18”
M4-10D
DETOUR
48” x 30”
R11-2
ROAD
CLOSEDBNSF
R3-5R
ONLY
18” x 24”
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/4/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
WM.9
2021 WM Replacement
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
SHALL MAINTAIN 11’MIN. LANE WIDTH
E TITUS ST
CLOSURE NOTE (MANDATORY): MUST NOTIFY GONNASON
BOATS 24 HOURS IN ADVANCE OF CLOSURE. SHALL NOT
CLOSE E SAAR ST DURING THIS CLOSURE.
Tori Gonnason 253-852-5336
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
IF APPLICABLE
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
28” REFL. CONE
RAILROAD AVE SCENTRAL AVE SDISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
E GOWE ST
E TITUS ST
E SAAR ST
E WILLIS ST
DETOUR
30” x 24”
M4-9L
DETOUR30” x 24”M4-9RDETOUR30” x 24”M4-9LDETOUR30” x 24”M4-9RRAILROAD AVE SCENTRAL AVE SDETOUR ROUTE 1
DETOUR30” x 24”M4-9VSPEED
LIMIT
30
POSTED
SPEED
LIMIT
SPEED
LIMIT
25
SPEED
LIMIT
ROAD WORK DOES
NOT AFFECT RR TRACKS
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES.
3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES.
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
ROAD
CLOSED
AHEAD
W20-3
ROAD
CLOSED
AHEAD
W20-3DRIVEWAY
**
**
ROAD
WORK
AHEAD
W20-1
STOP
STOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ONE LANE
ROAD
AHEAD
W20-4
W20-7a
.
.
#
,
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
NO PARK BARRICADE
FLAGGING STATION
STOP
FLAGGING LANE CLOSURE
MATCH SHEET MW.8 ROAD
WORK
AHEAD
W20-1
SIDEWALK
CLOSED
36” x 24”
R9-9
SIDEWALK
CLOSED
36” x 24”
R9-9
ALLEY
CLOSED
36” x 24”
COORDINATE ALLEY
CLOSURE WITH
GARBAGE COLLECTION
SIDEWALK
CLOSED
36” x 24”
R9-9
24” x 36”
R9-11
SIDEWALK
CLOSED
AHEAD
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
REASON FOR CLOSURE: Install new storm system.
E TITUS ST
R RR RSEE DETOUR ROUTE 1,
TOP RIGHT THIS SHEET.ALLEYGonnason Boats
307 Central Ave S
Kent, WA 98032
DETOUR
AHEAD
W20-2
DETOUR
AHEAD
W20-2
R3-2
24” x 24”
R3-1
24” x 24”
DO NOT
ENTER
30” x 30”
R5-11
60” x 18”
M4-10D
DETOUR
48” x 30”
R11-2
ROAD
CLOSEDBNSF
R3-5R
ONLY
18” x 24”
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/4/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
WM.10
2021 WM Replacement
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
SHALL MAINTAIN 11’MIN. LANE WIDTH
E TITUS ST
CLOSURE NOTE (MANDATORY): MUST NOTIFY GONNASON
BOATS 24 HOURS IN ADVANCE OF CLOSURE. SHALL NOT
CLOSE E SAAR ST DURING THIS CLOSURE.
Tori Gonnason 253-852-5336
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
IF APPLICABLE
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
RAILROAD AVE SCENTRAL AVE SDISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
E GOWE ST
E TITUS ST
E SAAR ST
E WILLIS ST
DETOUR
30” x 24”
M4-9L
DETOUR30” x 24”M4-9RDETOUR30” x 24”M4-9LDETOUR30” x 24”M4-9RRAILROAD AVE SCENTRAL AVE SDETOUR ROUTE 1
DETOUR30” x 24”M4-9VSPEED
LIMIT
30
POSTED
SPEED
LIMIT
SPEED
LIMIT
25
SPEED
LIMIT
ROAD WORK DOES
NOT AFFECT RR TRACKS
ROAD
CLOSED
AHEAD
W20-3
ROAD
CLOSED
AHEAD
W20-3DRIVEWAY
**
**
CROSSWALK
CLOSED
36” x 24”
R9-3XC
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
NO PARK BARRICADEMATCH SHEET MW.8 ALLEY
CLOSED
36” x 24”
COORDINATE ALLEY
CLOSURE WITH
GARBAGE COLLECTION
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
CROSSWALK
CLOSED
36” x 24”
R9-3XC
DETOUR
AHEAD
W20-2
ROAD
CLOSED
AHEAD
W20-3
R3-2
24” x 24”
ROAD
CLOSED
AHEAD
W20-3
DETOUR
AHEAD
W20-2
R3-1
24” x 24”
60” x 18”
M4-10D
DETOUR
48” x 30”
R11-2
ROAD
CLOSED DETOUR30” x 24”M4-9RDETOUR
30” x 24”
M4-9L
DETOUR30” x 24”M4-9V
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES.
3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE (1)
for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
E TITUS ST
REASON FOR CLOSURE:
Curb ramp improvements (SW & NW
corners). Plus storm work.
R RR RSEE DETOUR ROUTE 1,
TOP RIGHT THIS SHEET.ALLEYGonnason Boats
307 Central Ave S
Kent, WA 98032
CROSSWALK
CLOSED
36” x 24”
R9-3XC
DETOUR
AHEAD
W20-2
DETOUR
AHEAD
W20-2
R3-2
24” x 24”
R3-1
24” x 24”
DO NOT
ENTER
30” x 30”
R5-11
60” x 18”
M4-10D
DETOUR
48” x 30”
R11-2
ROAD
CLOSEDBNSF
R3-5R
ONLY
18” x 24”
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/4/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
WM.11
2021 WM Replacement
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
SHALL MAINTAIN 11’MIN. LANE WIDTH
E TITUS ST
CLOSURE NOTE (MANDATORY): MUST NOTIFY GONNASON
BOATS 24 HOURS IN ADVANCE OF CLOSURE. SHALL NOT
CLOSE E SAAR ST DURING THIS CLOSURE.
Tori Gonnason 253-852-5336
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
IF APPLICABLE
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
28” REFL. CONE
RAILROAD AVE SCENTRAL AVE SDISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
E GOWE ST
E TITUS ST
E SAAR ST
E WILLIS ST
DETOUR
30” x 24”
M4-9L
DETOUR30” x 24”M4-9RDETOUR30” x 24”M4-9LDETOUR30” x 24”M4-9RRAILROAD AVE SCENTRAL AVE SDETOUR ROUTE 1
DETOUR30” x 24”M4-9VSPEED
LIMIT
30
POSTED
SPEED
LIMIT
SPEED
LIMIT
25
SPEED
LIMIT
ROAD WORK DOES
NOT AFFECT RR TRACKS
ROAD
CLOSED
AHEAD
W20-3
ROAD
CLOSED
AHEAD
W20-3DRIVEWAY
**
**
ROAD
WORK
AHEAD
W20-1
STOP
STOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ONE LANE
ROAD
AHEAD
W20-4
W20-7a
.
.
#
,
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
NO PARK BARRICADE
FLAGGING STATION
STOP
FLAGGING LANE CLOSURE
MATCH SHEET MW.8 ROAD
WORK
AHEAD
W20-1
SIDEWALK
CLOSED
36” x 24”
R9-9
ALLEY
CLOSED
36” x 24”
COORDINATE ALLEY
CLOSURE WITH
GARBAGE COLLECTION
24” x 36”
R9-11
SIDEWALK
CLOSED
AHEAD
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES.
3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES.
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
REASON FOR CLOSURE:
Installing new storm system.
E TITUS ST
R RR RSEE DETOUR ROUTE 1,
TOP RIGHT THIS SHEET.ALLEYGonnason Boats
307 Central Ave S
Kent, WA 98032
CROSSWALK
CLOSED
36” x 24”
R9-3XC
DETOUR
AHEAD
W20-2
DETOUR
AHEAD
W20-2
R3-2
24” x 24”
R3-1
24” x 24”
DO NOT
ENTER
30” x 30”
R5-11
60” x 18”
M4-10D
DETOUR
48” x 30”
R11-2
ROAD
CLOSEDBNSF
R3-5R
ONLY
18” x 24”
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
SUPERVISOR
PHONE NUMBER (office)
2/4/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
WM.12
2021 WM Replacement
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
SHALL MAINTAIN 11’MIN. LANE WIDTH
E TITUS ST
CLOSURE NOTE (MANDATORY): MUST NOTIFY GONNASON
BOATS 24 HOURS IN ADVANCE OF CLOSURE. SHALL NOT
CLOSE E SAAR ST DURING THIS CLOSURE.
Tori Gonnason 253-852-5336
MANDATORY
DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE
REMOVED AND ROW SHALL BE OPENED TO IT’S FULL WIDTH
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
IF APPLICABLE
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
RAILROAD AVE SCENTRAL AVE SDISPLAYED 72 HRS IN
ADVANCE OF CLOSURE
E GOWE ST
E TITUS ST
E SAAR ST
E WILLIS ST
DETOUR
30” x 24”
M4-9L
DETOUR30” x 24”M4-9RDETOUR30” x 24”M4-9LDETOUR30” x 24”M4-9RRAILROAD AVE SCENTRAL AVE SDETOUR ROUTE 1
DETOUR30” x 24”M4-9VSPEED
LIMIT
30
POSTED
SPEED
LIMIT
SPEED
LIMIT
25
SPEED
LIMIT
ROAD WORK DOES
NOT AFFECT RR TRACKS
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES.
3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES.
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
ROAD
CLOSED
AHEAD
W20-3
ROAD
CLOSED
AHEAD
W20-3DRIVEWAY
**
**
ROAD
WORK
AHEAD
W20-1
STOP
STOP
W20-7a
ONE LANE
ROAD
AHEAD
W20-4
CROSSWALK
CLOSED
36” x 24”
R9-3XC
ONE LANE
ROAD
AHEAD
W20-4
W20-7a
.
.
#
,
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
NO PARK BARRICADE
FLAGGING STATION
STOP
FLAGGING LANE CLOSURE
MATCH SHEET MW.8 ROAD
WORK
AHEAD
W20-1
SIDEWALK
CLOSED
36” x 24”
R9-9
ALLEY
CLOSED
36” x 24”
COORDINATE ALLEY
CLOSURE WITH
GARBAGE COLLECTION
24” x 36”
R9-11
SIDEWALK
CLOSED
AHEAD
ADVANCE WARNING SIGNS
SPACED @ (X) OR AS PER
SITE CONDITIONS.
REFER TO SIGN SPACING CHART.
28” REFL. CONE
REASON FOR CLOSURE:
Installing new storm system.
E TITUS ST
TYPICAL RIGHT LANE CLOSURE
LEGEND
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
SEQUENTIAL ARROWBOARD
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
IF APPLICABLE
SUPERVISOR
PHONE NUMBER (office)
2/27/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPW.1
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
West Hill Transmission Main
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
28” REFL. CONE
CONTRACTOR SHALL COORDINATE CLOSURE OF
DRIVEWAY WITH FOREMAN OF NEW CONSTRUCTION
NEW CONSTRUCTION
RIGHT LANE
CLOSED
AHEAD
W20-5R
W4-2L
ROAD
WORK
AHEAD
W20-1
VETERAN
S
D
R
VETE
R
A
N
S
D
R
MIL
IT
ARY RD
S
GRANDVIEW APT HOMES
3900 Veterans Dr
Kent, WA 98032
NO SI
D
E
W
ALK
THIS
SI
D
E
O
F
S
T
R
E
E
T DRIVEWAYMAINTAINEDDRIVEWAYMAINTAINEDDRIVEWAYMAINTAINEDCONTRACTOR SHALL COORDINATE CLOSURE OF
DRIVEWAY WITH FOREMAN OF NEW CONSTRUCTION
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
MATCH SHEET
KPW
.2
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140 (OPTIONAL)
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE
(1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
ADDTL. NOTES:
King County METRO RT 165 unaf fectedTO: RIVERVIEW BLVD SRAMP TO RIVERVIEW BLVD S
CONE TAPER = L
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
TYPICAL RIGHT LANE CLOSURE
NO ENCROACHMENT ON THIS
TRAVELED LANE IS PERMITTED
LEGEND
WORK AREA
28” REFL. CONE
SIGN LOCATION
EXISTING TRAFFIC FLOW
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.
2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND
DATES (OPTIONAL).
3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE
OF CLOSURE: 206-477-1140 (OPTIONAL)
4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD
CONDITIONS.
5. ALL SIGNS MIN. 48” x 48” UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE 28” REFL. CONES (see TABLE
(1) for spacing distances).
7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE
INTERSECTIONS AND/OR DRIVEWAYS.
GENERAL NOTES:
28” REFL. CONE
THESE SIGNS SHALL BE DISPLAYED
DURING NON-WORKING HOURS
ACCORDING TO RCW 47.36.200
CAUTION
STEEL PLATE
AHEAD
W8-24
MOTORCYCLES
USE EXTREME
CAUTION
W21-1701
IF APPLICABLE
CONTRACTOR SHALL COORDINATE CLOSURE OF
DRIVEWAY WITH FOREMAN OF NEW CONSTRUCTION
NEW CONSTRUCTION
RIGHT LANECLOSEDAHEAD W20-5RW4-2L ROADWORKAHEAD W20-1
VETERAN
S
D
R
VETE
R
A
N
S
D
R
MIL
IT
ARY RD
S
GRANDVIEW APT HOMES3900 Veterans DrKent, WA 98032
NO SI
D
E
W
ALK
THIS
SI
D
E
O
F
S
T
R
E
E
T DRIVEWAYMAINTAINEDDRIVEWAYMAINTAINEDDRIVEWAYMAINTAINEDMATCH SHEET
KPW
.1
SUPERVISOR
PHONE NUMBER (office)
2/27/21
CONTRACTOR
Kent, WA
PROJECT LOCATION
PHONE NUMBER (fax)SHEET NUMBER DATE
PREPARED BY
Chris Grose
E-MAIL
chris@traf ficcontrolplan.net
KPW.2
JOB NAME
Traffic
of WA
ControlPlan Co.
PHONE#
253-258-1419
West Hill Transmission Main
ADDTL. NOTES:
King County METRO RT 165 unaf fected
R3-5R
MODIFIED
OK
18” x 24”
TRAFFIC CONTROL PLAN
KENT, WA
NOT TO SCALE
CONTRACTOR SHALL COORDINATE CLOSURE OF
DRIVEWAY WITH FOREMAN OF NEW CONSTRUCTION
SPEED
LIMIT
40
POSTED
SPEED
LIMIT
SPEED
LIMIT40
PRODUCT / PLAN PAID FOR BY:
Washington Traffic Control
Ron Mathews
Phone: 206-226-3859
ron@watrafficcontrol.comDWDWDWDWDW
N
E
S
W
ADDRESS:
Veterans Dr, Kent, WA
PERMIT:REQUESTED DATES:
WORK HOURS:
APPROVED WORK HOURS:
Sidewalk Shall Remain Closed
During Work Hours
Legend
42'' Lighted Cones
Arrowboard (Chevron)
Sign Location
Spotter
Work Area
LANE
WIDTH
(feet)
MINIMUM TAPER LENGTH = L (feet)
10510
11
12
115
125
150
165
180
205
225
245
270
295
320
450
495
510
500
550
600
550
605
660
-
660
720
-
-
780
-
-
810
25 30 35 40 45 50 55 60 65 70
25/30
35/45
50/70
MPH Taper*
40
Tangent
30
20
80
60
40
CHANNELIZING DEVICE SPACING
SIGN SPACING = X (feet)
Freeways & Expressway 55/70 MPH 1500'
Rural Highways
Rural Roads
Rural Roads, Urban Streets
Residential & Business Districts
Urban Streets
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE
AT -GARAGE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SIGNS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
ROADWAY CONDITIONS
60/65
45/55
25/30
25
MPH
MPH
MPH
MPH or LESS
800'
500'
200'
100'
Rural Roads & Urban Arterials 35/40 MPH 350'
+/-
+/-
+/-
+/-
+/-
+/-
ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE
Phase 4
Mi
l
i
ta
ry
Rd
S
Date:01/20/21 Author:Dustin L. Blanchard Project:Right Lane & Sidewalk ClosureCompany:D & M Traffic Plans LLC.Address:237 Allison Ave W, Eatonville, WA Phone:(360) 832-6392E-Mail:B.Dustin@dmtrafficplans.com For:CC Edwards (Damon Snow) 253-627-1324
Comments:
***All Devices to conform to current MUTCD***
***No Parks To Be Placed 72 Hours In Advance***
Of Work
***Adjust Sign Spacing To Accommodate Site Conditions***
Right Lane & Sidewalk Closure
Manifest
32 x 42'' Lighted Cones
2 x Sidewalk Closed (R9-9)
1 x Arrowboard (Chevron)
1 x Right Lane Closed Ahead (W9-3R)
1 x Road Work Ahead (W20-1)
1 x Sidewalk Closed Ahead (R9-11)
1 x Sidewalk Closed Ahead Cross Here (R9-11(R)
1 x Transition Right (W4-2R)
Veterans
D
r
WORK TO BE DONE:
CC Edwards will be needing a series of Temporary Traffic
Control to replace roadway concrete panels. This is part of
a previous project with trenching in the roadway across
Veterans Dr. Operations will start from the South side of
Veterans Dr and move North in phases. Concrete Panels are
14' length. There will need to be curing time for the
Concrete Panel pours. Overnight signage will be required
and has been notated on this TCP. 42'' Lighted Cones will
be used for duration of phases for extra delineation.
Sidewalk will be impacted during this phase. Pedestrian re-
route has been notated on this TCP.
WZ=28'
Maintain 10'
Lane Width
Minimum
T=270'
Advanced Warning Signs
ROAD
WORK
AHEAD
W20-1
350'+/-350'+/-350'+/-SIDEWALKCLOSEDR9-9SIDEWALKCLOSEDR9
-9Notify Transit / Metro of Any
Bus Route / Stop Impacts
Before Work Begins
Spotter May be
Required to Safely
Accommodate Pedestrians
Through / Around Work Zone
Area Near Sidewalk SIDEWALKCLOSEDAHEADR9-11SIDEWALK
CLOSEDAHEADCROSS HERER9-11(R
)
TTC Devices to be in place
overnight until curing of all
concrete is complete.
RIGHT
LANE
CLOSED
AHEAD
W9-3RW4-2R
www.invarion.com
2021 Watermain Improvements/Almaroof A - 4 April 5, 2021
Project Number: 21-3002
NEW WATERMAIN CONNECTION
PROCEDURES
P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L. R. Blanchard 07/15/03 Revision Date:
Page 1
PUBLIC WORKS OPERATIONS
STANDARD OPERATING PROCEDURES
9.0 WATER
9.3 New Water Main Connection Procedures
PURPOSE: To avoid connections between the City potable water system and unsafe or
newly constructed water systems that have the potential to contaminate the City water
system, and to provide optimal cleaning, disinfection and connection procedures for new
water mains to ensure safe, potable drinking water for human consumption.
Note: These procedures shall be done in the following sequence or as directed
by the City Inspector.
9.3.1 Connection to an Existing Water Main
A physical separation between all untested and potentially contaminated water
mains (or main extensions) and the city’s existing water system shall be
maintained at all times unless the connection is protected by an approved
Department of Health backflow device (See diagram on page 5). A hydrant
meter and an approved backflow prevention device shall be used whenever
drawing water from the city system (see Page 5 for schematic details). Hydrant
meters and backflow devices may be obtained from the Public Works Operations
Division/Water Section at 5821 S. 240th Street by completing the billing forms for
a hydrant meter permit and making the required damage deposit. There will be a
charge for all water used in accordance with Kent City Ordinance section
7.02.180 “Temporary Water Meters”.
Prior to the new water main being installed, the contractor has the option of
cutting in the connection tee on the existing water main, or providing potable
water from another source to provide a temporary water supply. If the Contractor
chooses the option of installing the new connection tee, the Contractor shall
install new resilient wedge gate valves on all sides of the tee, or as required by the
City. A mechanical joint plug with a 2” minimum tap and proper blocking shall
be installed on the new incoming mainline valve at the new tee, with piping
accessible to accommodate filling the new water main.
The City Inspector shall notify the Water section of Public Works Operations a
minimum of five full working days before the valve and tee installation is
scheduled. This will allow water section employees time to schedule the water
main shutdown and notify the customers affected.
P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L. R. Blanchard 07/15/03 Revision Date:
Page 2
9.3.2 Cubing
Foam cubes (pigs) shall be inserted into and pushed through the new water main
to remove any residue, dirt, debris, obstruction or possible foreign material in the
new water main.
A. The Water Section shall be responsible for supplying the foam cubes to
the contractor based on the water system design as shown on the approved
construction plans.
B. The Contractor shall be responsible for picking up the cubes at the Public
Works Operations located at 5821 S 240th St Kent, Washington, and shall
install two foam cubes at the initial connection and two foam cubes at
each lateral connection six inches in diameter and larger (downstream of
each connecting valve), as the new main is installed. This would include
all six-inch diameter lateral runs to hydrants that are longer than two full
pipe lengths, or have more than a single joint in them.
C. A mechanical joint cap with a 2”minimum tap shall be installed with
proper blocking at the initial connection point on the new main with
piping accessible to accommodate both flushing and chlorine injection.
D. The Water Section shall retrieve the foam cubes when the contractor
performs the cubing process. All cubing and flushing shall be under the
supervision of the Water Section or a City Inspector.
E. To accommodate the launch and the retrieval of the cubes, the minimum
blow-off size shall be four-inch diameter for six-inch and eight-inch
mains. A six-inch diameter blow-off shall be installed for 10-inch and 12-
inch mains per City of Kent Standards.
F. It shall be the contractor’s responsibility to properly dispose of all flush
water per City of Kent Standards as well as locating and retrieving any
“lost” or missing cubes or partial cubes from the water main.
G. In the event that the initial cubing does not adequately clean the new water
mains, the contractor shall be required to provide additional point(s) for
launching and retrieval of additional cubes, and re-cube those sections of
main that have debris in them until clean, as determined by the Water
Section.
9.3.3 Pressure and Leakage Test
All new water mains, extensions of existing mains, water system
appurtenances and water services shall then be pressure tested for leakage in
accordance with Section 7-09.3(23) of the WSDOT Standard Specifications.
Water services and appurtenances 2” and smaller installed prior to water main
testing shall also be pressure tested with the water main. At no time will the
temporary water system connection or backflow device remain connected or in
place during the pressure test procedures.
P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L. R. Blanchard 07/15/03 Revision Date:
Page 3
9.3.4 Chlorine Injection
After the Contractor has cleaned the water main by cubing and flushing, the
Contractor shall inject a liquid chlorine solution evenly throughout the new main
and appurtenances for optimal disinfection. The chlorine dosage shall be in
accordance with WSDOT 7-09.3(24)B at a minimum of 50 mg/L (see the table on
page 4 of this document) and a maximum of 100 mg/l. AWWA C651-99
Standards include detailed procedures for the adequate disinfection, flushing and
microbiological testing of all water mains. If the contractor wishes the Water
Section to do the injection, the City Inspector shall give the Water Section three
working days notification to perform the chlorine injection. The Contractor must
sign a waiver holding the City harmless for any failure of purity samples due to
the work performed by the Water Section, as well as agreeing to reimburse the
city for all city costs associated with the disinfection process. Work may be
scheduled after hours due to manpower or workload constraints, in which case the
Contractor will reimburse the Water Section for city employee overtime
associated with the work performed.
The Chlorine shall remain in the main for the time specified according to the
procedure used from AWWA Standards C651-99. After the 24-hour disinfection
period, the remaining residual throughout the water main and appurtenances shall
not be lower than 25 mg/L. The Contractor shall be responsible for disposing of
all chlorinated water. Chlorinated water shall be disposed of in an approved
sanitary sewer. If a sanitary sewer is not available, or the capacity of the sanitary
sewer will be at risk, the Contractor shall be responsible for disposing of the water
per City of Kent Construction Standards.
Amount of Chlorine needed to produce 50 mg/L in 18ft of pipe (one pipe
length) for 5.25% household bleach (with no additives), 12.5% Sodium
Hypochlorite solutions and 65% available dry Calcium Hypochlorite.
Diameter 5.25%(gal)12.5%(gal)65%(lb)
4" 0.009 0.005 0.007
6" 0.022 0.011 0.017
8" 0.039 0.019 0.029
10" 0.061 0.031 0.052
12" 0.087 0.044 0.047
16" 0.156 0.078 0.119
18" 0.197 0.098 0.152
24" 0.352 0.176 0.271
30" 0.548 0.275 0.422
P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L. R. Blanchard 07/15/03 Revision Date:
Page 4
Example: How many gallons of fresh 5.25% Sodium Hypochlorite will be
required to disinfect 5,000 ft of 8” main?
5,000 ft 18 ft = 278 lengths of 8” pipe
278 0.039 = 11 gallons required
9.3.5 Bacteriological Purity Samples
Two consecutive sets of acceptable purity samples, taken at least 24 hours
apart, shall be collected from representative points of the new main and
appurtenances.
Water section personnel shall take the first bacteriological purity sample(s) after
the chlorine is removed, flushing is completed and the chlorine level is no greater
than nor less than the level present in the adjacent distribution system. Water
services two inches and smaller installed prior to water main testing shall also be
purity tested with the water main. The second set of purity samples shall be taken
no less than 24 hours after the first set of samples. A representative background
sample of the City water system may be taken from the distribution source at the
same time purity samples are taken from the new main.
In the event that the Water Section or the City Inspector determines that trench
water, dirt or debris has entered the new main during construction, the first purity
samples shall be not be taken until the water has stood in the new main for at least
16 hours after final flushing. As above, the second set of purity samples shall not
be taken until the water in the new main has stood for an additional 24 hours.
Note: No water shall be flushed during the 16- or 24-hour incubation periods
described above, or prior to the purity samples being taken.
It shall be the contractor’s responsibility to make arrangements to transport the
sample(s) to a state-certified laboratory approved by the Water Section. The
contractor shall be responsible for paying all costs for the purity samples
excluding the representative background sample at the distribution source.
Note: Two consecutive samples, 24 hours apart, must show no coliform
presence before performing final connections to the existing water system.
The Water Section may be available during normal working hours, depending
upon workload, (7:30 am to 4:00 pm) excluding holidays and weekends, to take
purity samples, assist with cubing and chlorine injections. The Contractor shall
reimburse the city for all associated costs, including labor, vehicles, materials and
overhead charges. Outside of normal working hours, the contractor shall
reimburse the City at the most current hourly overtime rate for labor, vehicles,
materials and other associated costs.
9.3.6 Final Connection(s) to the Existing Water Main
P:SOPs\Water\9.3NewWatermainConnectionProcedures Approval Date L. R. Blanchard 07/15/03 Revision Date:
Page 5
When both sets of purity sample results are satisfactory and received in writing
from the state-certified laboratory, and all other City of Kent water system
standards have been met, the contractor shall be allowed to connect the new mains
to the existing distribution system following City of Kent and AWWA standards.
It shall be the Contractors responsibility to prevent, at all times, the
contamination of the new and existing water mains with trench water, dirt, debris,
or other foreign material.
A City of Kent inspector and/or Water Section representative must be present to
witness the final connection(s) to the existing water system, to turn on and flush
the new water system, and to place the new water system and appurtenances into
service.
2021 Watermain Improvements/Almaroof A - 5 April 5, 2021
Project Number: 21-3002
PREVAILING WAGE RATES
State of Washington
Department of Labor & Industries
Prevailing Wage Section - Telephone 360-902-5335
PO Box 44540, Olympia, WA 98504-4540
Washington State Prevailing Wage
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe
benefits. On public works projects, worker's wage and benefit rates must add to not less than this
total. A brief description of overtime calculation requirements are provided on the Benefit Code
Key.
Journey Level Prevailing Wage Rates for the Effective Date: 04/20/2021
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
$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 Et 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 I 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
King
Installers
Well Drillers it Irrigation Pump
Installers
Well Driller
$18.00
i
View
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.
4of14
Benefit Code Key — Effective 3/3/2021 thru 8/31/2021
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.
5of14
Benefit Code Key — Effective 3/3/2021 thru 8/31/2021
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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Benefit Code Key — Effective 3/3/2021 thru 8/31/2021
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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Benefit Code Key — Effective 3/3/2021 thru 8/31/2021
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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Benefit Code Key — Effective 3/3/2021 thru 8/31/2021
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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Benefit Code Key — Effective 3/3/2021 thru 8/31/2021
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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Benefit Code Key — Effective 3/3/2021 thru 8/31/2021
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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