HomeMy WebLinkAboutPW08-249 - Original - Archer Construction, Inc. - 81st Ave S Storm Drain Revisions - 09/11/2008 O Records M an-agerner =
KEN 'WRSNINGION Document
CONTRACT COVER SHEET
This is to be completed by the Contract Manager prior to submission to City Clerks Office. All
portions are to be completed, if you have questions, please contact Mary Simmons, City
Clerks Office.
Vendor Name: Archer Construction, Inc.
Contract Number:
This is assigned by Mary Simmons
Vendor Number:
Project Name: 81st Ave. S. Storm Drain Revisions
Contract Effective Date: September 11, 2008
Contract Termination Date: 45 working days
Contract Renewal Notice (Days):
Number of days required notice for termination or renewal or amendment
Contract Manager: Joe Fielding
Department: Engineering
Abstract:
Installation of storm sewer pipe along 81 st Ave. S. and an 18" check valve is to be installed in
a catch basin on 84th Ave. S.
COM q L 0Y
ADCL7832 07/02
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
81st Avenue S. Storm Drain
Revisions
Project Number: 08-3009
BIDS ACCEPTED UNTIL BID OPENING
August 26, 2008 August 26, 2008
9:4S A.M. 10:00 A.M.
DELIVER TO
CITY OF KENT, CITY HALL
220 4th Avenue S., Kent, WA 98032-5895
LARRY R. BLANCHARD
DIRECTOR OF PUBLIC WORKS
}
i •
KENT
W A 5 H I N G T 0 N
� TAB INDEX
� Tab 1 Bidder's Package
� Tab 2 Performance Bond and Contract
� Tab 3 Table of Contents
Tab 4 Kent Special Provisions
Tab 5 WSDOT Standard Plans
' Tab 6 Traffic Control Plans
Tab 7 Check Valve
� Tab 8 Prevailing Wage Rates
r
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PROVISIONS FOR
81st Avenue S. Storm Drain
Revisions
Project Number: 08-3009
BIDS ACCEPTED UNTIL BID OPENING
August 26, 2008 August 26, 2008
9:45 A.M. 10:00 A.M.
DELIVER TO
CITY OF KENT, CITY HALL
220 4th Avenue S., Kent, WA 98032-5895
LARRY R. BLANCHARD
DIRECTOR OF PUBLIC WORKS
Q� of w,asH��1G
IST
NAL ENV \
KENT EXPIRES V29/ p
WASH IN G T O N
BIDDER'S NAME
CITY OF KENT
KING COUNTY, WASHINGTON
KENT SPECIAL PR
OVISIONS ROVISIONS FOR
81st Avenue S. Storm Drain
Revisions
Project Proj Number:
� e 08-3009
BIDS ACCEPTED UNTIL BID OPENING
August 26, 2008 August 26, 2008
9:45 A.M. 10:00 A.M.
DELIVER TO
CITY OF KENT, CITY HALL
220 4th Avenue S., Kent, WA 98032-5895
LARRY R. BLANCHARD
DIRECTOR OF PUBLIC WORKS
KENT
W A S H I N O T O N
age 1 Kent Special Provisions for 81st Avenue S.Storm Drain Revisions
rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
ORDER OF CONTENTS
Invitation to Bid
Contractor Compliance Statement
Declaration - City of Kent Equal Employment Opportunity Policy
Administrative Policy 1.2 - Minority and Women Contractors
City of Kent Equal Employment Opportunity Compliance Statement
Proposal
City of Kent Subcontractor List (over $100K)
Subcontractor List (over $1 million)
Contractor's Qualification Statement
Proposal Signature Page
Bid Bond Form
Combined Affidavit & Certification Form
Non-Collusion, Minimum Wage (Non-Federal Aid)
Bidders Check List
Performance Bond
Contract
Table of Contents
Kent Special Provisions
WSDOT Standard Plans
Traffic Control Plans
Check Valve
Prevailing Wage Rates
INVITATION TO BID
Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City
Clerk's office through August 26, 2008 up to 9:45 a.m. as shown on the clock on the east wall
of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington.
All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids
must be delivered and received at the City Clerk's office by the above-stated time, regardless of
delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 10:00
a.m. for the City of Kent project named as follows:
81st Avenue S. Storm Drain Revisions
Project Number: 08-3009
The project consists of the installation of approximately 95 lineal feet of 8" and 18" ductile iron
storm sewer pipe along 81st Avenue S., just south of S. 196th Street. Also included is 65 CY of
ditch excavation, hydroseeding, 2" PVC conduit, removal of an existing pump and pavement
patching. An 18" check valve is to be installed in a catch basin on 84th Avenue S.
The Engineer's estimated range for this project is approximately $60,000 - $80,000. Bid
documents may be obtained by contacting City of Kent Engineering Department, Nancy
Yoshitake at (253) 856-5508. For technical questions, please call Joe Fielding at (253) 856-
5518.
Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope,
addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids
will be accepted. No facsimiles 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. Copies of the plans and
Special Provisions may be purchased at a non-refundable cost of $50.00 for each set. Plans
! and specifications can also be downloaded at no charge at
www.ci.kent.wa.us/procurement. Copies of the WSDOT Standard Specifications are
available for perusal only.
A cashier's check, postal money order or surety bond in the amount of 5% of the bid is required.
The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates
or to waive any informalities in the bidding and shall determine which bid or bidders is the most
responsive, satisfactory and responsible bidder and shall be the sole judge thereof.
No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit
or as a defense to any action based upon the neglect or refusal to execute a contract.
Bidders must submit with their initial bid a signed statement as to whether they have previously
performed work subject to the President's Executive Order No. 11246.
No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening.
Dated this 7th day of August , 2008.
BY:
Brenda Jacober, City Nerk
Published in Kent Reporter on August 13th & 20th, 2008
Daily Journal of Commerce on August 13th & 20th,2008
CONTRACTOR COMPLIANCE STATEMENT
(President's Executive Order #11246)
Date 6la(-,a 1 o�)
This statement relates to a proposed contract with the City of Kent named
81st Avenue S. Storm Drain Revisions
Project Number: 08-3009
I am the undersigned bidder or prospective contractor. I represent that -
1. I LZ 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.
ARt 0191t- (0/V 5TIZU ct ro AJ I&C, .
NAME OF BIDDER
BY: X&L A/ (eke.
Signat re/Title UI ,e P&ejN e,—
ADDRESS
(Note to Bidders: The information required in this Compliance Statement is
informational only)
81st Ave. S. Storm Drain Rev/Fielding 1 August 7, 2008
Project Number: 08-3009
age 6 Contractor Compliance Statement
rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
DECLARATION
CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY
The City of Kent is committed to conform to Federal and State laws regarding equal
opportunity. As such, all contractors, subcontractors and suppliers who perform work
with relation to this contract shall comply with the regulations of the City's equal
employment opportunity policies.
The following questions specifically identify the requirements the City deems
necessary for any contractor, subcontractor or supplier on this specific contract to
adhere to. An affirmative response is required on all of the following questions for this
contract to be valid and binding. If any contractor, subcontractor or supplier willfully
misrepresents themselves with regard to the directives outlined, it will be considered a
breach of contract and it will be at the City's sole determination regarding suspension
or termination for all or part of the contract;
The questions are as follows:
1. I have read the attached City of Kent administrative policy number 1.2.
2. During the time of this contract I will not discriminate in employment on the basis
of sex, race, color, national origin, age, or the presence of all sensory, mental or
physical disability.
3. During the time of this contract the prime contractor will provide a written
statement to all new employees and subcontractors indicating commitment as an
equal opportunity employer.
4. During the time of the contract I, the prime contractor, will actively consider hiring
and promotion of women and minorities.
5. Before acceptance of this contract, an adherence statement will be signed by me,
the Prime Contractor, that the Prime Contractor complied with the requirements as
set forth above.
By signing below, I agree to fulfill the five requirements referenced above.
Dated this o- U day of /f�(��S� , 2008.
By: Azjn=�
For: A ,
2L i2 ��`ST►ZuC-(Iptlr 14C_
Title: ust„L e,�e,� V0 i 4.
Date: 4-a-1,
81st Ave. S. Storm Drain Rev/Fielding 2 August 7, 2008
Project Number: 08-3009
age 7 Declaration-City of Kent Equal Employment Opportunity Policy
rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
CITY OF KENT
ADMINISTRATIVE POLICY
NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998
SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996
CONTRACTORS APPROVED BY Jim White, Mayor
POLICY
Equal employment opportunity requirements for the City of Kent will conform to federal
and state laws. All contractors, subcontractors, consultants and suppliers of the City must
guarantee equal employment opportunity within their organization and, if holding
contracts with the City amounting to $10,000 or more within any given year, must take
the following affirmative steps:
1. Provide a written statement to all new employees and subcontractors indicating
commitment as an equal opportunity employer.
2. Actively consider for promotion and advancement available minorities and women.
Any contractor, subcontractor, consultant or supplier who willfully disregards the City's
nondiscrimination and equal opportunity requirements shall be considered in breach of
contract and subject to suspension or termination for all or part of the contract.
Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and
Public Works Departments to assume the following duties for their respective
departments.
1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these
regulations are familiar with the regulations and the City's equal employment
opportunity policy.
2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines.
81st Ave. S. Storm Drain Rev Fieldin 3
/ 9 August 7, 2008
Project Number: 08-3009
age 6 City of Kent Administrative Policy
rovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
CITY OF KENT
EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE
STATEMENT
This form shall be filled out AFTER COMPLETION of this project by the Contractor
awarded the contract.
I, the undersigned, a duly represented agent of A&W&e' 6 -lg4croxi WC
Company, hereby acknowledge and declare that the before-mentioned company was
the prime contract for the contract known as 81st Avenue S. Storm Drain
Revisions/Project Number: 08-3009 that was entered into on the (Date)
between the firm I represent and the City of Kent.
I declare that I complied fully with all of the requirements and obligations as outlined
in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal
Employment Opportunity Policy that was part of the before-mentioned contract.
Dated this day of 2008.
By:
For:
Title:
Date:
81st Ave. S. Storm Dram Rev/Fielding 4 August 7, 2008
Project Number: 08-3009
age 9 City of Kent Equal Employment Opportunity Compliance Statement
rovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
PROPOSAL
To the City Clerk
City Hall
Kent, Washington 98032
k
The undersigned hereby certifies that rrl - �Z �tJll(�1J2UCTt�M /acG.
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 81st Avenue S. Storm
Drain Revisions/Project Number: 08-3009 for the City of Kent, Washington, and
has read and thoroughly understands the plans and specifications and contract
documents 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 documents, and at the following schedule of rates and prices:
NOTE TO BIDDERS:
1) All bid items are described in the Kent Special Provisions (KSP) or the Standard
Specifications (WSDOT). Reference the Section No. listed in this proposal, where
the bid item is described.
2) Proposal items are numbered in sequence but are non-continuous.
3) Unit prices for bll items, all extensions, and total amount of bid must be shown.
Show unit prices in both words and figures and, where conflict occurs, the written
or typed words shall prevail.
4) Should a particular bid item appear in more than one schedule of the proposal, the
bidder must bid the same unit price. Should the Contractor not bid the same unit
price, the City reserves the right to revise the bid by using the lowest unit price
submitted by the bidder for the item in question in each schedule where the item
appears. The bid items which appear in more than one schedule are typically
denoted with an asterisk (*).
EXAMPLE
SCHEDULE I - STREET
ITEM SECTIO APPROX. ITEM UNIT TOTAL
NO. N QUANTITY PRICE AMOUNT
NO.
1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00
WSDOT CU YDS Including Haul Per CY
Fourteen Dollars and no cents
Any bids not filled out properly may be considered non-responsive.
81st Ave. S. Storm Drain Rev/Fielding 5 August 7, 2008
Project Number: 08-3009
age 10 Proposal
rovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
SCHEDULE I - STORM
ITEM SECTION APPROX. ITEM UNIT TOTAL
NO. NO. QUANTITY PRICE AMOUNT
1000 1-09.7 1 Mobilization $ �LA0 $ yy0o
/ s
WSDOT LUMP SUM Per LS
rri-u,z �tJo4tsa�n kMrZ N,t06k,94 [POLLAVZS AHI) A10 (maci.rTS
1005 7-04.5 1 Install 18" Diameter Check $ (njDUf,` $ (0000
KSP LUMP SUM Valve in 96" Dia. Catch Basin Per LS
1015 2-02.5 150 Saw Cut Existing Asphalt $ $ L�l j(�
KSP LN FT Concrete Pavement Per LF
Du c,L t42-S Ado nl 0 c c ,I-r S
1017 2-02.5 10 Remove Cement Concrete $ q to $
KSP SQ YDS Sidewalk Per SY
1020 2-03.5 65 Ditch Excavation, Includin9 $ 02 ( $
,
KSP CU YDS Haul Per CY
TGt/Get-/r7— S)u 7v1,,-Ah2S A10) ^/4 45N7-5,
1022 2-02.5 10 Remove Cement Concrete $ l $ �Uv
KSP LN FT Curb and Gutter Per LF
7,�o i L R)e S Ai/5 No GE `
1025 2-03.5 1 Remove/Install 2" Diameter $ �� $
KSP LUMP SUM Power Conduit Per LS
6Ae- —/Wvu5 4J Ji2� AAt6 Alb 4^l-t S
1030 2-02.5 100 Remove Existing Storm Sewer $ CO 147 $ (p0 U aJ
KSP LN FT Pipe or Culvert Per LF
,57> >c ►Db!_L tq#P-S ✓a xlb AUD C6KIPS
1035 2 ed
-02.5 1 Remove Existing Submersible $ /,SUU
KSP LUMP SUM Pump from Catch Basin Per LS
01UP,-114D,.( 51+-NIIJ C -b"A r-A r)2 01 L�r2S �/NI) p110 KITS
Rev/Fielding
815t Ave.S. Storm Drain Rev/ g 6 August 7, 2008
Project Number: 08-3009
age 9
rovided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
SCHEDULE I - STORM
ITEM SECTION APPROX. ITEM UNIT TOTAL
NO. NO. QUANTITY PRICE AMOUNT
1037 8-14.5 10 Cement Concrete Sidewalk $ D ' $
KSP SQ YDS fir_ Per SY
S I k T J i.%-�I"IZ-la A s h /Y/ 6 6 e,A[T S
1040 7-08.5 30 Foundation Material, $ / o— $ 5-L/D
KSP TONS Class A and B Per TON
i1042 8-04.5 10 Cement Concrete Curb and $ 2 $ 9[36
KSP LN FT Gutter Per LF
7ZlJ -I' 'l�o�LA,2- S A n X10
1045 8-15.5 10 Quarry Spalls $ S� $
WSDOT TONS Per TON
�LAI E tir" - 'F%q e V>0 L' Ge XfTS
o
1050 7-08.5 40 Pipe Zone Bedding $ 18 4 $
KSP TONS Per TON
G(G N'rEE A-1 00 L-t-i4 2 S 4-All) tiv 6iiii N'7 S
v
1055 4-04.5 20 Crushed Surfacing Top $ 1 -7 $ 3 CIO
KSP TONS Course, 5/8 Inch Minus Per TON
sL lle r4r-IE D0(--L.AA t AAP) A10 &qf�i ($6.00 Min)
v� v�
1060 4-04.5 40 Crushed Surfacing Base $ 1 7 $
KSP TONS Course, 1 1/4 Inch Minus Per Ton
DQL1.W1aZ7 AMC) 00 CCA05 ,($6.00 Min)
1065 7-08.5 15 Bank Run Gravel for Trench $ 15 6 $ s
KSP TONS Backfill Per TON
Ak)l> 14D GeW S, ($2.50 Min)
1070 5-04.5 10 Cold Plant Mix for Temporary $ /05Do $
KSP TONS Pavement Patch Per TON
81st Ave.S. Storm Drain Rev/Fielding 7 August 7,2008
Project Number: 08-3009
Aage 10
rovided to Builders Exchange of WA,Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
SCHEDULE I - STORM
ITEM SECTION APPROX. ITEM UNIT TOTAL
NO. NO. QUANTITY PRICE AMOUNT
1075 5-04.5 20 HMA Class 1/2", PG 64-22 $ ;00 �vJ $ y000 ,VJ
KSP TONS Per TON
-ju10 r1�2 5 AT! AJo Ceti f 5
1080 7-04.5 50 Ductile Iron Storm Sewer $ (P50--0 $
KSP LN FT Pipe, 8" Diameter, CL 50 Per LF
D o u-A 2 � A N ;�) Al a CE W'S
o
1085 7-04.5 45 Ductile Iron Storm Sewer $ g0 � $ qo 9) a'
KSP LN FT Pipe, 18" Diameter, CL 50 Per LF '
%M D oL-z iT4s A-Alb r/o 6w7-�
1090 1-10.5 120 Traffic Control Labor $ $ y�jp0 u�
KSP HOURS Per HR
FDR-1-L 'Do(-L-aeS A111/) /Vo 66-Krrs
1095 1-10.5 40 Traffic Control Supervisor $ �� $
KSP HOURS Per HR
F-D J D i✓V-0 ITS
do
1100 1-10.5 1 Temporary Traffic Control $ ��(� J $
KSP LUMP SUM Devices Per LS
Me #A10/z&') bDt,-A'12� ^11) Alb 4i"i 5
� vv
1105 1-10.5 225 Construction Signs, $ 6 $ f 60
KSP SQ FT Class A Per SF '
1107 1-10.5 5 Sequential Arrow Sign (SAS) $ 5 $ �• S
KSP DAYS Per DAY
IDoLL-fl ?5 AN n(0 604T S
1110 8-01.5 30 Street Cleaning $ �S �o $ 3 y50 v�
WSDOT HOURS Per HR
81st Ave. S. Storm Drain Rev/Fielding 8 August 7,2008
Project Number: 08-3009
Iage 11
rovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
SCHEDULE I - STORM
ITEM SECTION APPROX. ITEM UNIT TOTAL
NO. NO. QUANTITY PRICE AMOUNT
J
1115 8-01.5 0.10 Seeding, Fertilizing, and $ 1Ano $ /Qjv v_
KSP ACRES Mulching Per AC
C-c & 4 r Nu rJ 7 i2-'n Aar Alo e-c-'M-CS
1120 8-01.5 8 Inlet Protection $ 1/6'0 $ 3&D u%
KSP EACH p� Per EA
�I /1 ,0 4iFi-k[T—S
u� v�
1125 8-01.5 3 Straw Bales for Drainage Way $ 70 $ I U
KSP EACH Barrier Per EA
1W t12-" 00C-L- S /W t> ff 0 C VT s
Sub Total 41-f
9.0 % WA State Sales Tax $ q,0.2 Sa
Schedule I Total $ y -7 -7-
m Drain Rev/Fielding 81st Ave. S. Storm a n Rev/Fle g 9 August 7, 2008
Project Number: 08-3009
age 12
rovided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
CITY OF KENT SUBCONTRACTOR LIST
(Contracts over $100,000)
List each subcontractor, from any tier of subcontractors, that shall perform
subcontract work amounting to more than 10% of the total bid contract price. List
each bid item to be performed by each designated subcontractor in numerical
sequence. If no subcontractors will be performing 10% or more of the work,
indicate this by writing "None" and signing this form at the bottom of the
page. Failure to submit a fully completed and signed subcontractor list after the time
set for bid opening may disqualify your bid.
Project Name: 81st Avenue S. Storm Drain Revisions
Project Number: 08-3009
Subcontractor Name I N I 16
Item Numbers kA V IM V
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
Subcontractor Name
Item Numbers
CONTRACTOR'S SIGNATURE
81st Ave.S. Storm Drain Rev/Fielding 10 August 7, 2008
Project Number: 08-3009
age 13 City of Kent Subcontractor List(Contracts over$100,000)
rovided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
SUBCONTRACTOR LIST
(Contracts over 1 million dollars)
Name of Bidder: A 14�17- W A(cnkM UQ 6 K(
Project Name: 81st Avenue S. Storm Drain Revisions
Project Number: 08-3009
Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with
whom the Bidder, if awarded the contract, will subcontract for performance of the
work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name
itself for the work.
Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors
or to name itself to perform such work or the naming of two or more subcontractors to
perform the same work shall render the Bidder's Bid non-responsive and, therefore,
void.
Heating, Ventilation, and Air Conditioning Subcontractor Name:
Plumbing Subcontractor Name:
Electrical Subcontractor Name:
Signaturb of Bidder OlAfjhA eAg�e-- Date
W 1e, PA.eal d&40-
t81st Ave. S. Storm Drain Rev/Fielding 11 August 7, 2008
Project Number: 08-3009
Cage 16 Subcontractor List(Contracts over 1 Million Dollars)
rovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
CONTRACTOR'S QUALIFICATION STATEMENT
(RCW 39.04.350)
THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO
DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO
PERFORM THE CONTRACT WORK. THIS FORM REQUIRES CRITERIA
ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA
ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS
PROJECT.
THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY,
Indicia of contractor's responsibility inherently involve subjective determinations as to
the contractor's ability to perform and complete the contract work responsibly and to
the owner city's satisfaction. The city has an obligation and a duty to its citizens and
Its taxpayers to administer its budgets and complete its projects in a businesslike
manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a
business would conduct when selecting a contractor who will be responsible to
perform the contract work.
The city's supplemental criteria are based, in large part, on the qualification statement
form used by the American Institute of Architects. The city provides these criteria so
as to provide the most objective framework possible within which the city will make its
decision regarding the bidder's ability to be responsible to perform the contract work.
These criteria, taken together, will form the basis for the city's decision that a bidder
is or is not responsible to perform the contract work.
Any bidder may make a formal written request to the city to modify the criteria set
forth in this qualification statement, but that request may only be made within 48
hours of the date and time that the bidder first obtains the bid documents or three (3)
business days prior to the scheduled bid opening date, whichever occurs first. If the
city receives a modification request, it will consider any Information submitted in the
request and will respond before the bid submittal deadline. If the city's evaluation
results in changed criteria, the city will issue an addendum establishing the new or
modified criteria.
If the city determines that, based on the criteria established in this statement, a
bidder is not responsible to perform the contract work, the city will provide written
notice of its determination that will include the city's reason for its decision. The
bidder has 24 hours from the time the city delivers written notice to the bidder that
the bidder is not responsible to perform the ;contract work to appeal the city's
determination. No appeals will be received after the expiration of this 24 hour appeal
period. The city may deliver this notice by hand delivery, email, facsimile, or regular
mail. In the event the city uses regular mail, the delivery will be deemed complete
three days after being placed in the U.S. Mail. The bidder's right to appeal is limited
to the single remedy of providing the city with additional information to be considered
before the city issues a final determination. Bidder acknowledges and understands
that, as provided by RCUW 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.
81st Ave. S. Storm Drain Rev/Fielding August ust 12 u 7, 2008
Project Number: 08-3009
age 15 Contractor's Qualification Statement
rovided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
1 r ,
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 SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO
PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION
THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID.
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION
WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION
OR MODIFICATION.
The undersigned certifies under oath that the information provided herein is true and
sufficiently complete so p+� � (.
as not to be�jmisleading.
SUBMITTED BY: /fV n0JV5rJUG7/ON, /4(C,
NAME: Keg
ADDRESS: 4a; AM 049 3 z
PRINCIPAL OFFICE:
ADDRESS: :!�4w-rH .�lo '=; 5-�. /L IT 0,4 ged 3 A
PHONE: S3 -7 ` -7 2-
FAX: 4ZS3) !�-7a— 72- -7 '7
1. STATUTORY REQUIREMENTS
1.1 Provide a copy of your certificate�o`f-re istration in compliance with
chapter 18.27 RCW. ,� W-
1.2 Provide your current state unified business identifier number.
('0o X)y 0.10
1.3 Provide all 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.
1.4 Provide a statement, signed by a person with authority to act and speak
for your company, that your company, including any subsidiary
companies or affiliated companies under majority ownership or under
control by the owners of the bidder's company, are not and have not
been in the past three (3) years, disqualified from bidding on any public
works contract under RCW 39.06.010 or 39.12.065 (3).
81st Ave. S. Storm Drain Rev/Fielding 13 August 7, 2008
Project Number: 08-3009
age 18
rovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
2. ORGANIZATION
2.1 How many years has your organization been in business as a Contractor?
3 �- VePr42,�,
2.2 How many years has your organization been in business under its present
business name? 3 ,2- �L/gfz2 �;,
2.2.1 Under what other or former names has your organization
operated? M/f,
2.3 If your organization is a corporation, answer the following:
2.3.1 Date of incorporation:
2.3.2 State of incorporation: WA51410(.-r o f4
2.3.3 President's name:
2.3.4 Vice-president's name(s):
2.3.5 Secretary's name:
2.3.6 Treasurer's name:
2.4 If your org nization is a partnership, answer the following:
2.4.1 Date of or ization.
2.4.2 Type of partne ip (if applicable):
2.4.3 Name(s) of genera artner(s):
2.5 If your org ization is individually owned, answer the following:
2.5.1 Date of o nization:
2.5.2 Name of own
2.6 If the form of-yo r organization is other than those listed above, describe
it and name the principals:
3. LICENSING
3.1 List jurisdictions and trade categories in which your organization is legally
qualified to do business, and indicate license numbers if if applicable. � a`� .rY2 ioR-
Lftao IL E a 51 D Pgit tiTo it S/ ivo&�e 1 &Y"G°+04L,
3.2 List jurisdictions in which your organization's partnership or trade name is
filed. lid A SJPZ-
4. EXPERIENCE
4.1 List the categories of work that your organization normally performs with
its own forces. C��R11q C/l V(V 6 e'la#c<100
4.2 Claims and Suits. (If the answer to any of the questions below is yes,
please attach details.)
4.2.1 Has your organization ever failed to complete any work awarded to
it? rat/
81st Ave. S. Storm Drain Rev/Fielding 14 August 7, 2008
Project Number: 08-3009
age 19
rovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
4.2.2 Are there any judgments, claims, arbitration proceedings or suits
pending or outstanding against your organization or its officers?
4.2.3 Has your organization filed any law suits or requested arbitration
with regard to construction contracts within the last five years?
4.3 Within the last five years, has any officer or principal of your organization
ever been an officer or principal of another organization when it failed to
- complete a construction contract? (If the answer is yes, please attach
details.) D
` 4.4 On a separate sheet, list major construction projects your organization
has in progress, giving the name of project, owner, architect or design
engineer, contract amount, percent complete and scheduled completion
date. 5a PHIA-Coep>
4.4.1 State total worth of work in progress and under contract: 0`5,yau,/Oa
4.5 On a separate sheet, list the major projects your organization has
completed in the past five years, giving the name of project, owner,
architect or design engineer, contract amount, date of completion and
percentage of the cost of the work performed with your own forces.
4.5.1 State average annual amount of construction work performed
during the past five years: 1�tu.F ptiJ
4.6 On a separate sheet, list the construction experience and present
commitments of the key individuals of your organization. 57a 1->
4.7 On a separate sheet, list your major equipment.
S. REFERENCES /
5.1 Trade References:
5.2 Bank References: COLu.rvl i`"c(,2EG�2�1z3�$5�-047:
5.3 Surety:
5.3.1 Name of bonding company:
5.3.2 Name and address of agent: ucK
6. FINANCING (001 w�1f��`� ST1t' /000
�,-
.,.�,kt-CLE , Wh16101
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.
81st Ave. S. Storm Drain Rev/Fielding is August 7, 2008
Project Number: 08-3009
age 20
rovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
6.1.1 Attach a financial statement, preferably audited, including your
j' organization's latest balance sheet and income statement showing
the following items:
Current Assets (e.g., cash, joint venture accounts, accounts
receivable, notes receivable, accrued income, deposits, materials
inventory and prepaid expenses);
Net Fixed Assets;
Other Assets;
Current Liabilities (e.g., accounts payable, notes payable, accrued
expenses, provision for income taxes, advances, accrued salaries
and accrued payroll taxes);Other Liabilities (e.g., capital, capital
stock, authorized and outstanding shares par values, earned
surplus and retained earnings).
6.1.2 Name and address of firm preparing attached financial statement,
and date thereof:
6.1.3 Is the attached financial statement for the identical organization
named on page one?
6.1.4 If not, explain the relationship and financial responsibility of the
organization whose financial statement is provided (e.g., parent-
subsidiary).
6.2 Will the organization whose financial statement is attached act as
guarantor of the contract for construction?
7. SIGNATURE
7.1 Dated at this day of , 2008.
Name of Organization: �YL � av"4n.u.c-,1t c—,
By.
Title: yX Le. Ptie;p��.�
7.2 a! *K (.. lx-,e geAP-, — , being duly sworn, deposes and says that the
information provided herein is true and sufficiently complete so as not to
be misleading.
Subscribed and sworn before me this day of ... ,3008.
.'F
Notaryto, ell- ip
_
Public: _ 0 pOtAR
My Commission Expires: h-b���z611C
e. S. Storm
9 Drain Rev/Fielding 16 ��iRrll►AgH,l10 t 7, 2008
Project
age 21
rovided to Builders Exchange of WA,Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
DEPARTMENT OF LABOR AND INDUSTRIES
REGISTERED AS PROVIDED BY LAW AS i
CONST CONT GENERAL
REGIST. # - EXP. DATE
CC01 ARCHFI*219DR,, 4 _
EFFECTIVE DATE
ARCHER CONSTRUCTION INC
7855 S 206TH ST
KENT WA 98032
F625-052-000(S/97)
Detach And Display Certificate
i
CITY OF KENT 1.3
LICENSE NUMBERS:
Department of Labor&Industries: 375,169-00 0
Employment Security 412091 00 0
State Excise Tax Registration 600 214 020
Contractor's License Number ARCHEI"219DR
Fire Contractors License-Level 3 3376
Verify Workers' Comp Premium Status-Employer Liability Certificate Page 1 of 1 IL
Washington State Department of Employer Liability
Labor and Industries Certificate
Department of Labor and Industries
Employer Liability Certificate
Date: 08/26/2008
UBI#: 600 214 020
Legal Business Name: ARCHER CONSTRUCTION INC
Account#: 375,169-00
'Doing Business As'Name: ARCHER CONSTRUCTION INC
Estimated Workers Reported: Quarter 2 of Year 2008 "76 to 100 Workers"
(See Description Below)
Workers' Comp Premium Status: Account is current. Firm has voluntarily reported and
paid their premiums.
Licensed Contractor? Yes
License: ARCHEI*219DR
Expire Date: 4/l/2009
Account Representative: T7/TERRI MADISON(360)902-4654-Email:
KIRT235@lni.wa.gov
What does "Estimated Workers Reported" mean?
Estimated workers reported represents the number of full time position requiring at least 480
hours of work per calendar quarter. A single 480 hour position may be filled by one person,or
several part time workers.
Industrial Insurance Information
Employers report and pay premiums each quarter based on hours of employee work already
performed,and are liable for premiums found later to be due. Industrial insurance accounts have
no policy periods, cancellation dates,limitations of coverage or waiver of subrogation(See RCW
51.12.05Q and 51.16.190.)or waiver of subrogation.
https://fortress.wa.govMi/crpsi/AcctInfoPrint.aspx?AccountId=37516900&AccountManagei=T7+%2f+T... 8/26/2008
7855 S. 206th Street . Kent, WA 98032
263.872.7222 • Fax 253.872.7277
ARCHEI-219*DR
ARCHERI,
CONSTRUCTION , INC i
August 26,2008
PROJECT: 81"Avenue So. Storm Drain Revisions Project
SECTION 1.4
This is to confirm that Archer Construction, Inc, subsidiary companies,
or affiliated companies that are under major ownership or under control
by the owners of the bidder's company, are not and have not been in the
past(3)three years, disqualified from bidding on any public works contract
under RCW 39.06.010 or 39.12.065 (3).
Date: August 26,2008
I--
AllysSfi 6. Gregersen
Vice President
````,��1�yUN1U�Jl�����J
Subscribed and sworn before me this 261"day of August 2008. ��S:;6is !o '..s
} ;eJ°T10TAR
Notary Public:
PUBLIC :'� ;
My Commission Expires: 7/26/2012
AS �11
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CITY OF KENT SECTION 4.6
KEY INDIVIDUALS:
Wade Archer
President
26 Years Experience
Allyson Gregersen
Vice President
26 Years Experience
EARTHWORKIUTILITIES FIRE SPRINKLERS
Tracy Gregg Dave Brown
Senior Project Manager Manager, estimator, designer
16 Years Experience 33 Years Experience
Doug Early Bob Popke
Project Manager Estimator, designer
6 Years Experience 28 years
Ken Cobley Rick Villyard
Estimator/Project Manager Superintendent
10 Years Experience 20 years
Ray Elder
Superintendent
20 Years Experience
Russ Gregersen
Superintendent
26 Years Experience
Darren Roth
Superintendent
16 Years Experience
OTHER OFFICE EMPLOYEES 10
FIELD EMPLOYEES 50-100
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Archer Construction,Inc.
ESTMAST BLANK MASTER ESTIMATESTANDARD EQUIPMENT LIST
Equip Code
Description Unit Type
8AI
**AIR TOOLS** HR I 8AICOMP Compressor HR IHR. I
8BA **BACKHOES** HR I
811AID410 JD 410 backhoe HR 1
880 **BOBCATS** HR I
8BOBEXC Bobcat Excavator HR O
8BOBR Bobcat w/Attachments HR I
8CR **CRANES**
185T Crane incl Operator HR 0
8CRTR185R SCRTR30OR 300T Crane incl Operator HR OI
8DE **DEWATERING** HR O
8DEBAKERR Baker Tank HR I
8DO **DOZERS** HR O
8DOCATD9 Cat D-9 pushcat HR I
8DOJD450 JD 450 Dozer I
8DOJD550 JD 550 Dozer HR
JD 700 Dozer HR I
8DOJD700 HR I
8DOKOMD65 Komatsu D-65 I
18EX **EXCAVATORS** R I
8EXHIT 160 Hitachi 160 Excavator HR I
8EXHIT300 Hitachi 300 Excavator HR I
j1EXJDI10 JD 120 Excavator HR I
8EXJD135 JD 135 Excavator HR I
8EXJD200 JD 200 Excavator HR I
8EXJD225 JD 225 Excavator HR I
�8EXJD230 JD 230 Excavator HR I
8EXJD270 JD 270 Excavator HR I
8EXJD330 JD 330 Excavator HR I
8EXJD450 JD 450 Excavator HR I
18EXJD792 JD 792 Excavator HR 0
8EXJD800 JD800 Excavator HR I
8EXJD992 JD 992 Excavator HR I
EXKOM78 Komatsu PC 78 I
GR **GRADERS** HR
HR I
GRCATI4H CAT 14 H Grader HR I
8GRJD770 JD 770 Grader HR I
BLO **LOADERS** HR I
LOCAT950 Cat 950 Loader HR I
8LOJD544 JD 544 Loader HR I
ILOJD624 JD 624 Loader I
MI **MISC EQUIP** R 0
MIFORKLT Forklift HR 0
8MIFUSIONR Fusion Machine HR I
RMIC,EN Generator HR I
MIPUMP Pumps - HR 0
N ITESTR Test Pump and Plugs HR I
8RO **ROLLERS**- HR I
IR012T 12T Roller HR I
R015T 15 Ton Roller - I
8RO42DD Roller 42"Double Drum HR
8 Ton Roller HR I
R08T HR I
SC **SCRAPERS**
SCCAT631 Cat 631 Scraper HR 8SH **SHORING EQUIP** HR I
HR 0
SHGRVLSKIFF Gravel Skiff
SHMATSR Mats HR 4SHSHEETS 8x20 sheets HR I
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 forty five (45)
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.
!E 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 5% of the total amount is hereto attached.
Notice of acceptance of this bid or request for additional information shall be
addressed to the undersigned at the address stated below.
Receipt of Addendum No.'s , to the plans and/or
specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda
may be considered an irregularity in this proposal.
By signing this Proposal Signature Page, the undersigned bidder agrees to be bound
by all terms, requirements and representations listed in the bid documents whether
set forth by the City or by the Bidder.
DATE: kkbLtr� lac t 2 00$S-0010O i,I AlG.
' NAME OF BIDDER
BY:
1 Sig na1're
/W&C� A k.j-
(Print Name and title)
Address
81st Ave. S. Storm Drain Rev/Fielding 17 August 7, 2008
Project Number: 08-3009
age 22 Proposal Signature Page
rovided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www.bxwa.com-Always Verity Scale
r
BID BOND FORM
KNOW ALL MEN 6Y THESE PRESENTS:
That we, Archer Construction, Inc. as Principal,
and Insurance Company of the West , as Surety, are held and firmly
five percent (5&)
bound unto the CITY OF KENT, as Obligee, in the penal sum of of total bid-- 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
jpresents.
The condition of this obligation is such that if the Obligee shall make any award
to the Principal for 81st Avenue S. Storm Drain Revisions/Project
Number: 08-3009
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 rull 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 21st DAY OF August 2008.
Archer Co tion, Inc
By:
PRINCIPAL
' Insu anee Comp ny off- ..`�iB West -
By; � -
SUR oxana Palaolos
' Attorney-irf-' a�C
------------
Received return of deposit in the sum of$ _.
61st Ave. S.Storm Drain Rev/Fielding 1$ August 7,2008
' Pro]ect Number: 09.3009
'age 23 Bid Bond Form
'rovided to Builders Exchange of WA,Inc.For usage Conditions Agreement sce www.bxwra.eum-Ahnrays Verify scale
''- rf% 0004637
IfCW GROUP
Pow of Attorney
Insurance ComWany of dke West
Rapletw Insurance Company- Independeaee Casualty and Scatty CmqpmW
KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of--11re West a Corporation duly organized urn dwJim of the State of California, Explorer
Insurance Company,a Corporation duly organized under the laws of the Stara of CW&rr ia,and Independence Casualty aid=S"°thy,a Corporation duly agonized
under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint
TERRI L.FRANKLIN,JEANNE NE HAGEL,SUSAN L.GARRED,HOLLY E.ULFERS,STEVENW.PAIAWIt,BONNY SM1TH,
PAMELA A.JARDINE,ANGELA D.TONNON,ROXANA PALACIOS, PATRICIA L.RUSSELL,MARY A.Imo,HEATHER L.ALLEN
their true and lawful Attomey(s)-m-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Commies,fideftiod surety bonds,undertakings,and other
similar contracts of suretyship,and any related docurnents.
In witness whereof;the Companies have caused these presents to be executed by its duly authorized officers this 2nldaysfkwary,2008.
agiPury
BEAD � � _ nvsunaNc�c�►1� ,�wEsr
r EXPLORER I1MURANCR iC41t43'ANY
t 'r► , a INDEPENl394M_C`AS"LIT AND SURETY COMPANY
etffewo
Jeffrey D Sweeney,Assistant Secretary J Douglas Browne, President
State of California
} ss.
County of San Diego
On January 2,2008,before tire,Mary Cobb,Notary Public,personally appearudJ.Douglas Browne and Jeffrey D.Sweeney,wbo-p"W to me on the basis of satisfactory
evidence to be the person(,)whose name(s)is/are subscribed to the within went and acknowledged to me that they execs"tbo seam®in their authorized capacities,and
tbat by their signatures on the instrument,the entity upon behalf of which the persons actal,executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
Witness my hand and oftiol seal.
-
Mary Cobb,No*je:Puib
RESOLUTIONS
- This Power of Attorney is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the feU+2O ft r"olutions adopted by the respective
Boards of Directors of each of the Companies
"RESOLVED That the President,an Executive or Senior Vice President of the Company,together with the So -*,any Assistant Secretary,are
hereby authorized to execute Powers of Attorney appointing the person(s)named as Attomey(s)-in-Fact to dad,execute,sign,seal,and deliver on
behalf of the Company,fidelity and surely bonds,undertakings,and other similar contracts of suretyship,and,ab- lpti ;�►ts
RESOLVED FURTHER. That the signatures of the officers making the appointment,and the signature of� �;�8 the validity and
current status of the appointment,may be facsimile representations of those signatures;and the signalise and' fsor fAty,and the seal of the
Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall trove dle aaupo farce and effect as if
manually affixed. The facsimile representations referred to herein may be affixed by stamping,printing,typing,or "
CERTIFICATE
- I,the undersigned,Assistant Secretary of Insurance Company of the West Expkxer Insurance Company,and Independe=C ssualtg.atid Purely Company,do hereby ca*
that the foregoing Power of Attorney is in full force and effect and has not been revokod,and that the above resoludom Wft J*adopted by the respective Boards of
Directors of the Companies,and are now in full force.
IN WITNESS WHEREOF,I have set my hand this S day of �.
T
r
tlef#'reyo.SeCtataty
' :
To verify the authenticity of this Power o€Attorney you may all 1-800-877-1111 arj6��sk f tlfR 3rne�y;I �'. Places y L fAttorraey Number,the above
named individuals)and details of the bond to which the power is attached For infom2(t{o� sd ploasa com 1C9W Group, 11455 El Camino
Real,San Diego,CA 92130-2045 or call(858)350-2400. '•�•�.� .-w�-' - 1
V
t
1 CITY OF KENT
COMBINED AFFIDAVIT & CERTIFICATION FORM:
NON-COLLUSION, MINIMUM WAGE (NON-FEDERAL AID)
' NON-COLLUSION AFFIDAVIT
1 Being first duly sworn, deposes and says, that he/she is the identical person who
submitted the foregoing proposal or bid, and that such bid is genuine and not sham or
collusive or made in the interest or on behalf of any person not therein named, and
further, that the deponent has not directly induced or solicited any other bidder on the
foregoing work equipment to put in a sham bid, or any other person or corporation to
refrain from bidding, and that deponent has not in any manner sought by collusion to
secure to himself/herself or to any other person any advantage over other bidder or
bidders.
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.
FOR; NON-COLLUSION AFFIDAVIT AND MINIMUM WAGE AFFIDAVIT
81st Avenue S. Storm Drain Revisions
Project Number: 08-3009
NAME OF PROJECT
�- (•DNS uLT� �/ G -
NAME OF BIDDER` FIRM
A44.:�1
/ 01
SIGNATURE I THORIZED RIEPRESEKTATIVt OF BIDDER
SubscribS
011asworn to before me this A46 day of 2008.
A•WAII %%
r
� NQ1AR y
G Notary Public in and for the-State of
a'• PUB�� a� Washington, residing at
. r .
�4 99�'kav
81st Av�i�S �P'�y R�3r`�Fielding 19 August 7, 2008
Project Nu �llriQ�ii1`Q���
age 24 City of Kent Combined Affidavit and Certification Form: Non-Collusion,Minimum Wage(Non-Federal Aid)
rovided to Builders Exchange of WA,Inc.For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
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.................... ❑
Tableof Contents Sheet ...................................................................... ❑
Invitation to Bid.................................................................................. ❑
Contractor Compliance Statement....................................................... ❑
Date ........................................................................................... ❑
Have/have not acknowledgment................................................ ❑
Signature and address ............................................................... ❑
Declaration - City of Kent Equal Employment Opportunity Policy........ ❑
Dated and signed ....................................................................... ❑
Cityof Kent Administrative Policy....................................................... ❑
Proposal.............................................................................................. ❑
First line of proposal - filled in................................................... ❑
Unit prices are correct and written in words.............................. ❑
Bid the same unit price for asterisk (*) bid items ...................... ❑
City of Kent Subcontractor List (over $100K)...................................... ❑
Subcontractors listed properly................................................... ❑
Signature ................................................................................... ❑
Subcontractor List (over $1 million).................................................... ❑
Subcontractors listed properly................................................... ❑
Signature ................................................................................... ❑
Contractor's Qualification Statement...................................a.........a..... ❑
Complete form and notarize....................................................... ❑
Proposal Signature Page ..................................................................... ❑
AllAddenda acknowledged........................................................: ❑
Date, signed and addressed ....................................................... ❑
BidBond Form..................................................................................... ❑
Signed, sealed and dated ........................................................... ❑
Power of Attorney...................................................................... ❑
(Amount of bid bond shall equal 50/o of the total bid amount)
Non-Collusion Affidavit........................................................................ ❑
Signed, dated and notarized....................................................... ❑
Bidder's Check List...................................................................8.......... (3
The following forms are to be executed after the Contract is awarded:
A) CONTRACT
This agreement is to be executed by the successful bidder.
B) PERFORMANCE BOND
To be executed by the successful bidder and his surety company.
The following form is to be executed after the Contract is completed:
A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT
To be executed by the successful bidder AFTER COMPLETION of this contract.
81st Ave.S. Storm Drain Rev/Fielding 20 August 7,2008
Project Number: 08-3009
age 23 Bidder's Checklist
grovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
Bond No. 2277147
PERFORMANCE BOND
TO CITY OF KENT
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned, Archer Construction, Inc.
as Principal, and Insurance Company of the West
California
a Corporation organized and existing under the laws of the State of Vftstk%torl, as a
Surety Corporation, and qualified under the laws of the State of Washington to
become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are
jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of
$ 48,777.50 ---------- , 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 the 81st Avenue S. Storm Drain
Revisions/Project Number: 08-3009 (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
1 perform all the provisions of said contract in the manner and within the time herein
set forth, or within such extensions of time as may be granted under the said contract,
and shall pay all laborers, mechanics, subcontractors and material men, and all
persons who shall supply the Principal or subcontractors with provisions and supplies
for the carrying on of said work and shall indemnify and hold the CITY OF KENT
harmless from any damage or expense by reason of failure of performance as
specified in said contract or from defects appearing or developing in the material or
workmanship provided or performed under said contract within a period of one year
after its acceptance thereof by the CITY OF KENT, 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.
(SIGNATURES ON FOLLOWING PAGE)
81st Ave. S. Storm Drain Rev/Fielding 21 August 7, 2008
Project Number. 08-3009
r
PERFORMANCE BOND
t PAGE TWO
TWO WITNESSES: Archer Construction, Inc.
PRINCIPAL
� BY:
TITLE:
DATE•—cdcl bF, DATE:
CORPORATE SEAL. J v
PRINT NAME
DATE: September 5, 2008 Insurance Company of the West
SURETY
CORPORATE SEAL: BY:
Bonny mit
DATE: September 5, 2008
TITLE: Attorney-in-Fact
ADDRESS: 11820 Northup Way, Suite E-130
1 Bellevue, WA 98005
CERTIFICATE AS TO CORPORATE SEAL
I hereby certify that I am the (Assistant) Secretary of the Corporation named as
Principal in the within Bond; that
Who signed the said bond on behalf of the Principal_ �iQ.2.
Of the said Corporation; that I know his signature thereto is genuine, and that said
Bond was duly signed, sealed, and attested for and in behalf of said Corporation by
authority of its governing body.
SECRETARY oA. ASSISTANT SECRETARY
81st Ave. S. Storm Drain Rev/Fielding 22 August 7, 2008
Project Number: 08-3009
ICW GROUP -No. 0004637
Power of Attorney
Insurance Company of the West
Explorer Insurance Company Independence Casualty and Sur*4Com r►y
KNOW ALL MEN BY THESE PRESENTS: That Insurance Company of the West,a Corporation duly organized unam too,,4aws of the State of California, Explorer
Insurance Company,a Corporation duly organized under the laws of the State of California,and Independence Casualty Bud Sutpty Company,a Corporation duly organized
under the laws of the State of Texas,(collectively referred to as the"Companies"),do hereby appoint
TERRI L.FRANKLIN,JEANNE M.BAGEL,SUSAN L.GARRED,HOLLY E.ULFERS,STEVEN,W.PALMER,BONNY SMITH,
PAMELA A.JARDINE,ANGELA D.TONNON,ROXANA PALACIOS, PATRICIA L.RUSSELL,MARY A.DOBBS,HEATHER L.ALLEN
their true and lawful Attomey(s)-m-Fact with authority to date,execute,sign,seal,and deliver on behalf of the Companies,fidelity and surety bonds,undertakings,and other
similar contracts of suretyship,and any related documents
h]'witness wherte>;the Companies have caused these presents to be executed by its duly authorized officers this 2nd day of January,2008
gOMPANP�F,r �7^-v�Q� ''O�G
M � boo"POM,Fo 4 p n0 4' INSURANCE COMPANY OF THE WEST
a SEAL` EXPLORER INSURANCE COMPANY
1.
�o ' a INDEPENDENCE CASUALTY AND SURETY COMPANY
Jeffrey D Sweeney,Assistant Secretary J Douglas Browne,Senior Vice President
State of California
} ss
County of San Diego
On January 2,2008,before me,Mary Cobb,Notary Public,personally appeared J.Douglas Browne and Jeffrey D.Sweeney,who proved to me on the basis of satisfactory
evidence to be the person(s)whose name(s)is/are subscribed to the within instrument,and acknowledged to me that they executed the same in their authorized capacities,and
that by their signatures on the instrument,the entity upon behalf of which the persons acted,executed the instrument
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct,
Witness my hand and official seal.
COMA.�! D
cf
AAA
Mary Cobb,Nudpry PubliC
RESOLUTIONS
This Power of Attorney is granted and is signed,sealed and notarized with facsimile signatures and seals under authority of the following resolutions adopted by the respective
Boards of Directors of each of the Companies-
"RESOLVED: That the President,an Executive or Senior Vice President of the Company,together with the Secretary or any Assistant Secretary,are
hereby authorized to execute Powers of Attorney appointing the person(s)named as Attomey(s)-m-Fact to date,execute,sign,seal,and deliver on
behalf of the Company,fidelity and surety bonds,undertakings,and other sunilar contracts of suretyship,and any related documents.
RESOLVED FURTHER That the signatures of the officers making the appointment,and the signature of any officer cer*mg the validity and
current status of the appointment,may be facsimile representations of those signatures,and the signature and seal of any notary,and the seal of the
Company,may be facsimile representations of those signatures and seals,and such facsimile representations shall(rave the same force and effect as if
manually affixed The facsimile representations referred to herem may be affixed by stamping,printing,typing,or photocopying."
CERTIFICATE
I,the undersigned,Assistant Secretary of Insurance Company of the West,Explorer Insurance Company,and Independence Camuulty and Surety Company,do hereby cerlrfy
that the foregoing Power of Attorney is in fill force and effect,and has not been revoked,and that the above resolutions were d*adopted by the respective Boards of
Directors of the Companies,and are now in full force
IN WITNESS WHEREOF,I have set my hand this day o Cc .
Jeffrey D Sweeney,Assistant Secretary
To verify the authenticity of this Power of Attorney you may call 1-800-877-1111 and ask for the Surety Division. Please refer to the bower of Attorney Number,the above
named individual(s)and details of the bond to which the power is attached For information or filing claims,please contact Surety Claims,ICW Group, 11455 El Camino
Real,San Diego,CA 92130-2045 or call(858)350-2400
CONTRACT
THIS AGREEMENT made in trip
licate, Is entered into between the CITY OF
KENT, a Washington municipal corporation ("City"), and &e ;-1,rt,,��4„►
organized under the laws of the State of db2}h ,
located and doing business JL) + � 5 ;V
("Contractor").
WITNESS:
In consideration of the terms and conditions contained herein and attached and
made a part of this Agreement, the parties agree as follows:
1. The Contractor shall do all work and furnish all tools, materials, and equipment
for: 81st Avenue S. Storm Drain Revisions/Project Number: 08-3009 in
accordance with and as described in the Contract Documents and shall perform
any alterations in or additions to the work provided under the Contract
Documents and every part thereof. The Contract Documents shall include all
project specifications, provisions, and plans; the City's general and special
conditions; the 2008 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. Unless otherwise directed by the City,
work shall start within ten (10) days after the City issues its Notice to Proceed
and be completed within forty five (45) working days.
The Contractor shall provide and bear all expense of all equipment, work, and
labor of any sort whatsoever that may be required for the transfer of materials
and for constructing and completing the work provided for in the Contract
Documents and every part thereof, except as mentioned in the specifications to
be furnished by the City.
2. 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 Documents and the terms and conditions herein contained and hereby
contracts to pay for the same according to the Contract Documents 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 Documents.
3. 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.
4. It is further provided that no liability shall attach to the City by reason of
entering into this contract, except as expressly provided herein.
81st Ave. S. Storm Drain Rev/Fielding 23 August 7, 2008
Project Number: 08-3009
5. 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
p P
contract.
6. Contractor agrees, upon the City's written demand, to make all books and
records available to the City for inspection, review, photocopying, and audit in
the event of a contract related dispute, claim, modification, or other contract
related action at reasonable times (not to exceed three (3) business days) and
at places designated by the City.
7. 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.
8. Contractor is responsible for locating any underground utilities affected by the
work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as
amended. Contractor shall be responsible for compliance with RCW Ch. 19.122,
' including utilization of the "one call" locator service before commencing any
excavation activities.
9. Contractor shall fully cover any and all loads of loose construction materials,
including but not limited to sand, dirt, gravel, asphalt, excavated materials,
construction debris, etc, to protect said materials from air exposure and to
minimize emission of airborne particles to the ambient air environment within
the City.
81st Ave. S. Storm Drain Rev/Fielding 24 August 7, 2008
Project Number: 08-3009
IN WITNESS WHEREOF the parties hereto have caused this agreement to be
executed the day and year first hereinabove written.
CITY OF KENT
BY:
SUZETTE COOKE, MAYOR
DATE:
ATTEST:
BRENDA JACOBER, CITY ERK
A ROVE O OR :
�'VIVIIIIAAMAI LAY
K T �J,' PARTMENT
CONTRACTOR
BY:
PRINT NAME: hL., P /Kti"
TITLE: P"J loQ�' —
DATE: 4A/ae
81st Ave. S. Storm Drain Rev/Fielding 25 August 7, 2008
Project Number: 08-3009
WITNESS, if INDIVIDUAL OR PARTNERSHIP:
STATE OF WASHINGTON )
ss
COUNTY OF KING )
On this day of_ep� , 2001 , before me personally
appeared 1g9 C& A=a and
to me known to be P/ ej and
of the corporation/individual that executed the within and foregoing instrument, and
acknowledged said instrument to be free and voluntary act and deed of said
corporation, for the uses and purposes therein mentioned, and on oath stated that
they were authorized to execute said instrument and that the seal affixed is the
corporate seal of said corporation.
IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day
and year first above written.
NOTARY PUBLIC, in and for the State
�%N �svm do 1"' of Washington, residing at � ,��. WA-
0 q��''��r�; My appointment expires �--2 JAI rZ.
711A/1d
o 1pN one
�: '�?'uo•sty! � �\.
81st Ave. S. Storm Dram Rev/Fielding 26 August 7, 2008
Project Number: 08-3009
EXHIBIT A
INSURANCE REQUIREMENTS 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. Minimum Scope of Insurance
Contractor shall obtain insurance of the types described below:
1. 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.
2. Commercial General Liability insurance shall be written on ISO occurrence
form CG 00 01 and shall cover liability arising from premises, operations,
independent contractors and personal injury and advertising injury. The City
shall be named as an insured under the Contactor's Commercial General
Liability insurance policy with respect to the work performed for the City.
3. Excess Liability insurance covering both the Commercial General Liability and
Automobile policies.
4. Workers' Compensation coverage as required by the Industrial Insurance
laws of the State of Washington.
B. Minimum Amounts of Insurance
Contractor shall maintain the following insurance limits:
1. Automobile Liability insurance with a minimum combined single limit for
bodily injury and property damage of $1,000,000 per accident.
2. Commercial General Liability insurance shall be written with limits no less
than $1,000,000 each occurrence, $2,000,000 general aggregate and a
$2,000,000 products-completed operations aggregate limit.
3. Excess Liability insurance shall be written with limits no less than $1,000,000
per occurrence in excess of both the CGL and Auto Liability policies cited
above.
C. Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following
provisions for Automobile Liability and Commercial General Liability:
81st Ave. S. Storm Drain Rev/Fielding 27 August 7, 2008
Project Number: 08-3009
EXHIBIT A (continued)
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.
D. Contractor's Insurance For Other Losses
The Contractor shall assume full responsibility for all loss or damage from any cause
whatsoever to any tools, Contractor's employee owned tools, machinery, equipment,
or motor vehicles owned or rented by the Contractor, or the Contractor's agents,
suppliers or contractors as well as to any temporary structures, scaffolding and
protective fences.
E. Waiver of Subrogation
The Contractor and the City waive all rights against each other any of their
Subcontractors, Sub-subcontractors, agents and employees, each of the other, for
damages caused by fire or other perils to the extend covered by Builders Risk
insurance or other property insurance obtained pursuant to the Insurance
Requirements Section of this Contract or other property insurance applicable to the
work. The policies shall provide such waivers by endorsement or otherwise.
F. Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best rating of not less than
A NII.
G. Verification 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.
H. Subcontractors
Contractor shall include all subcontractors as insureds under its policies or shall furnish
separate certificates and endorsements for each subcontractor. All coverages for
subcontractors shall be subject to all of the same insurance requirements as stated
herein for the Contractor.
81st Ave. S. Storm Drain Rev/Fielding 28 August 7, 2008
Project Number: 08-3009
iTt Client#: 319811 ARCHECONI DATE
ACORD- CERTIFICATE OF LIABILITY INSURANCE 09/05/2008 '
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Kibble&Prentice,a USI Co. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
601 Union Street,Suite 1000 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Seattle,WA 98101
206 441-6300 INSURERS AFFORDING COVERAGE NAIC#
INSURED INSURER Zurich American Insurance Company 16535
Archer Construction,Inc. INSURER B Navigators Insurance Company 42307
� 7855 S.206th St INSURER C
Kent,WA 98032 INSURER D
INSURER E
I COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING
ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
INSR POLICY EFFECTIVE POLICY EXPIRATION
LTR INSRE PE OF INSURANCE POLICY NUMBER DATE MM DD DATE MM D LIMITS
A GENERAL LIABILITY CP0399111105 04/01/08 04/01/09 EACH OCCURRENCE $1 00O 000
X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $300 OOO
CLAIMS MADE a OCCUR MED EXP(Any one person) $1 O 000
PREMISES(Ea occuMM
X —PC
Ded: $5,000 PERSONAL&ADV INJURY $1 00O 000
GENERAL AGGREGATE s2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG s2,000,000
POLICY X JECOT LOC
A AUTOMOBILE LIABILITY CP0399111105 04/01/08 04/01/09 COMBINED SINGLE LIMIT $1,000,000
X ANY AUTO (Ea accident)
ALL OWNED AUTOS BODILY INJURY
SCHEDULED AUTOS (Per person) $
X HIRED AUTOS BODILY INJURY
X NON-OWNED AUTOS (Per accident) $
PROPERTY DAMAGE $
(Per accident)
GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $
ANY AUTO OTHER THAN EA ACC $
AUTO ONLY AGG $
B EXCESS/UMBRELLA LIABILITY SF08EXC232059NV 04/01/08 04/01/09 EACH OCCURRENCE s5,000,000
X OCCUR CLAIMS MADE AGGREGATE $5 00O 000
$
DEDUCTIBLE $
RETENTION $ $
' WORKERS COMPENSATION AND CP0399111105 04/01/08 04/01/09 WORY C IIMIT OTH-
EMPLOYERS'LIABILITY
A ANY PROPRIETOR/PARTNER/EXECUTIVE WA Stop Gap Only EL EACH ACCIDENT $1,000,000
OFFICER/MEMBER EXCLUDED? E L DISEASE-EA EMPLOYEE $1,000,000
It yes,describe under
SPECIAL PROVISIONS below E L DISEASE-POLICY LIMIT $1,000,000
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
81 st Avenue S.Storm Drain Revisions; City Project 08-3009.The City of Kent,its elected
and/or appointed officials,its officers,employees,agents,volunteers and
representatives are Additional Insured and coverage is primary and non-contributory per
attached endorsement.
*10 days notice of cancellation for non-payment of premium
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
City of Kent DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3n* DAYS WRITTEN
Public Works Department NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO$0 SHALL
220 4th Ave S IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR
Kent,WA 98032-5895 REPRESENTATIVES
AUTHORIZED REPRESENTATIVE
ACORD 25(2001/08)1 of 2 #S2831245/M2432419 CNMJU 0 ACORD CORPORATION 1988
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s)
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer,and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
1
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ACORD 25-S(2001/08) 2 of 2 #S2831245/M2432419
f
Additional Insured — Automatic — Owners, Lessees Or
Contractors ZURICH
Policy No. £xp Date of M. Eff D e of End Agency No Addl. Pre.. Return Prem.
CP03991111-05 1 4 1 2009 1 4 1 2008 62385-000 1 Incl . I N/A
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
Named Insured: Archer Construction, Inc .
Address(including Z11P Code): 7855 S . 206th Street, Kent, WA 98032 `
This endorsement modifies insurance provided under the:
Commercial General Liability Coverage Part
A. Section II—Who Is An Insured is amended to include as an insured any person or organization who you are re-
quired to add as an additional insured on this policy under a written contract or writtenagreement.
B. The insurance provided to the additional insured person or organization applies only to 'bodily injury", "property
damage"or"personal and advertising injury"covered under SECTION I-Coverage A-Bodily Injury And Prop-
erty Damage Liability and Section I- Coverage B-Personal And Advertising Injury Liability, but only with
respect to liability for"bodily injury","property damage"or"personal and advertising injury"caused,in whole or in
per,by: -
1. Your acts or omissions;or
2. The acts or omissions of those acting on your behalf;and resulting directly from:
a. Your ongoing operations performed for the additional insured,which is the subject of the written contractor
written agreement or
b. "Your work"completed as included in the"products-completed operations hazard",performed for the addi-
tional insured,which is the subject of the written contract or written agreement.
C. However,regardless of the provisions of paragraphs A.and B.above:
1. We will not extend any insurance coverage to anyadditional insured person or organization:
a. That is not provided to you in this policy;or
b. That is any broader coverage than you are required to provide to the additional insured person or organiza-
tion in the written contract or written agreement;and
2. We will not provide Limits of Insurance to any additional insured person or organization that exceed the lower
of:
a. The Limits of Insurance provided to you in this policy;or
b. The Limits of Insurance you are required to provide in the written contract or writtenagreement.
Includes copyrighted material of Insurance Services Office,Inc,with its permission U-GLA 175-B CW(312007)
Page 1 of
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D. The insurance provided to the additional insured person or organization does not apply to:
"Bodily injury","property damage"or"personal and advertising injury"arising out of the rendering or failure to ren-
der any professional architectural,engineering or surveying services including:
1. The preparing,approving or failing to prepare or approve maps,shop drawings,opinions,reports, surveys,field
orders,change orders or drawings and specifications;and
2. Supervisory,inspection,architectural or engineering activities.
r
) . The additional insured must see to it that: r
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 Insured,if the written contract or written agree-
ment requires that this coverage be primary and non-contributory.
F. For the coverage provided by this endorsement:
1. The following paragraph is added to Paragraph 4.a. of the Other Insurance Condition of Section IV—Com-
mercial General Liability Conditions:
This insurance is primary insurance as respects our coverage to the additional insured person or organization,
where the written contract or written agreement requires that this insurance be primary and non-contributory. In
that event,we will not seek contribution from any other insurance policy available to the additional insured on
which the additional insured person or organization is a Named bsured.
2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition of Section IV--Com-
mercial General LiabUlty Conditions:
This insurance is excess over:
Any of the other insurance,whether primary,excess,contingent or on any other basis, available to an additional
insured, in which the additional insured on our policy is also covered as an additional insured by attachment of =
an endorsement to another policy providing coverage for the same'occurrence",claim or"suit". 'Mis provision
does not apply to any policy in which the additional insured is a Named Insured on such other policy and where
our policy is required by written contract or written agreement to provide coverage to the additional insured on a
primary and non-contributory basis.
G. 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
Any provisions in this Coverage Part not changed by the terms and conditions of this endorsement continue to apply as
written.
Includes copyrighted material of insurance Services Office,Inc,with its permission. V-G41175 B CW(3/2007)
Page 2 of 2
KENT SPECIAL PROVISIONS
i TABLE OF CONTENTS
PAGE
DIVISION 1 GENERAL REQUIREMENTS ..................................... 1-1
1-01 Definitions and Terms....................................................... 1-1
1-02 Bid Procedures and Conditions........................................... 1-3
1-03 Award and Execution of Contract ....................................... 1-5
1-04 Scope of the Work............................................................ 1-7
1-05 Control of Work ..................................... . 1-9
1-06 Control of Material............................................................ 1-18
1-07 Legal Relations and Responsibilities to the Public.................. 1-21
1-08 Prosecution and Progress .................................................. 1-32
1-09 Measurement and Payment ............................................... 1-36
1-10 Temporary Traffic Control ................................................. 1-40
DIVISION 2 EARTHWORK.......................................................... 2-1
2-02 Removal of Structures and Obstructions.............................. 2-1
2-03 Roadway Excavation and Embankment ............................... 2-4
2-06 Subgrade Preparation ....................................................... 2-5
2-07 Watering......................................................................... 2-5
1
DIVISION 4 BASES.................................................................... 4-1
' 4-04 Ballast and Crushed Surfacing ...........................................4-1
DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1
5-04 Hot Mix Asphalt ............................................................... 5-1
DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY
SEWERS, WATER MAINS AND CONDUITS............... 7-1
7-00 General Requirements ...................................................... 7-1
7-04 Storm Sewers....................................... . 7-7
7-08 General Pipe Installation Requirements............................... 7-8
DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1
8-01 Erosion Control and Water Pollution Control......................... 8-1
8-04 Curbs, Gutters, and Spillways ............................................ 8-13
8-14 Cement Concrete Sidewalks .............................................. 8-14
DIVISION 9 MATERIALS............................................................ 9-1
' 9-03 Aggregates...................................................................... 9-1
9-13 Riprap, Quarry Spalls, Slope Protection, and Rock Walls........ 9-2
81st Ave. S. Storm Drain Rev/Fielding 1 August 7, 2008
Project Number: 08-3009
KENT SPECIAL PROVISIONS
TABLE OF CONTENTS
PAGE
WSDOT STANDARD PLANS.............................................................. A-1
TRAFFIC CONTROL PLANS .............................................................. A-2
CHECKVALVE ................................................................................. A-3
PREVAILING WAGE RATES.............................................................. A-4
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81st Ave. S. Storm Drain Rev/Fielding 2 August 7, 2008
Project Number: 08-3009
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KENT SPECIAL PROVISIONS
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The following Kent Special Provisions modify and supersede any conflicting provisions
of the 2008 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 ("Standard Specifications"). Otherwise all
provisions of the Standard Specifications shall apply. All references in the Standard
Specification to the State of Washington, its various departments or directors, or to
the contracting agency, shall be revised appropriately to read City and/or City
Engineer, except for references to State statutes or regulations. These Kent Special
Provisions also modify and supersede the General Special Provisions. Finally, all of
these documents are a part of this contract.
Each specification contains all current specifications applicable to the particular work
and may include references which do not apply to this particular project.
DIVISION 1 - GENERAL REQUIREMENTS
L1-01 DEFINITIONS AND TERMS
rSECTION 1-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-01.1 General
1 When these Special Provisions make reference to a "Section", for
example, "in accordance with Section 1-01", the reference is to the
WSDOT Standard Specifications with all modifications as shown in these
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 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-01.3 Definitions
81st Ave. S. Storm Drain Rev/Fielding 1 - 1 August 7, 2008
Project Number: 08-3009
Contract Documents
The Kent Special Provisions modify and supersede any conflicting ,
provisions of the 2008 Standard Specifications for Road, Bridge, and
Municipal construction, as prepared by the Washington State Department '
of Transportation and the Washington Chapter of the American Public
Works Association, including all published amendments issued by those
organizations ("Standard Specifications") as of the date of signature by ,
the Engineer. Otherwise all provisions of the Standard Specifications
shall apply. Finally, all of these documents are a part of this contract.
Each specification contains all current specifications applicable to a
particular work and may include references which do not apply to this
particular project.
Also incorporated into the Contract Documents 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;
Incidental Work
The terms "incidental to the project," "incidental to the involved bid
item(s)," etc., as used in the Contract Documents 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.
Standard Details '
A set of specific plans or drawings developed and adopted by the City of
Kent, which show frequently recurring components of work that have
been standardized for use, hereinafter referred to as the "Standard
Details" or the "City of Kent Standard Details."
Standard Specifications '
The Standard Specifications for this contract are contained in the t
following publications:
1. "2008 Standard Specifications for Road-, Bridge and Municipal
Construction," prepared by the Washington State Department of
Transportation (WSDOT) and the American Public Works Association
(APWA) Washington State Chapter, including all published
amendments issued by those organizations.
81st Ave. S. Storm Drain Rev/Fielding 1 - 2 August 7, 2008 ,
Project Number: 08-3009
2. "Standard Plans for Road, Bridge and Municipal Construction,"
current edition, prepared by the WSDOT and APWA, hereinafter
referred to as the Standard Plans.
3. The current edition of the "National Electrical Code."
4. Manual of Uniform Traffic Control Devices (MUTCD), latest Edition
adopted by WSDOT.
All reference in the Standard Specifications to the State of Washington,
its various departments or directors, or to the contracting agency, shall
be revised appropriately to read City and/or City Engineer.
To the extent any inconsistencies exist among any of the four above-
listed documents, each document appearing on this list shall have priority
over all documents, if any, listed below it.
These publications are incorporated in this contract by this reference.
The Contractor should note that these publications contain general
conditions to this contract, as well as construction details. Responsibility
for obtaining these publications rests with the Contractor.
1-02 BID PROCEDURES AND CONDITIONS
1 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 Documents.
The City of Kent reserves the right to take whatever action it deems
necessary to ascertain the ability of the Bidder to perform the work
satisfactorily. This action includes the City`s review of the qualification
information in the bid documents. The City will use this qualification data
in its decision to determine whether the lowest responsive bidder is also
responsible and able to perform the contract work. If the City
determines that the lowest bidder is not the lowest responsive and
responsible bidder, the City reserves its unqualified right to reject that bid
and award the contract to the next lowest bidder that the City, in its sole
judgment, 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, five (5) copies of the plans and specifications. Additional
copies can be purchased from the City at the price specified by the City
or in the Invitation to Bid.
81st Ave. S. Storm Drain Rev/Fielding 1 - 3 August 7, 2008
Project Number: 08-3009
SECTION 1-02.4(1) IS SUPPLEMENTED BY REVISING THE SECOND ITEM 2 OF
THE 6TH PARAGRAPH: ,
1-02.4(1) General
2. The bidder failed to discover a latent ambiguity that would be
discovered by a reasonably prudent contractor in preparing its bid.
SECTION 1-02.4(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-02.4(2) Subsurface Information
Because of the varying soil composition and ground water levels
encountered in various areas and at different seasons of the year, the
City makes no representation of such conditions as they may pertain to
this project. The Contractor shall be responsible for any and all cribbing,
sheet piling, dewatering, or other construction methods or procedures
that may be necessary to complete the project, and additional
compensation therefore will not be allowed unless otherwise specified in
this document. The soils information if any, used for design of this I
project is available for review by the bidder at the following address:
City of Kent
Public Works Engineering Department
400 W. Gowe Street, Second Floor
Kent, WA 98032 '
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 from the City of Kent upon furnishing a non-
refundable payment as specified in the "Invitation to Bid." Bid
Documents may be requested by mail, or picked up at the Public Works ,
Engineering Department, 400 West Gowe Street, Second Floor, Kent,
Washington 98032.
SECTION 1-02.6 IS SUPPLEMENTED BY OMITTING THE PARENTHETICAL
REFERENCE, "(NOT WORDS),-IN THE SECOND PARAGRAPH AND BY ADDING
THE FOLLOWING NEW SENTENCE TO THE END OF THE THIRD PARAGRAPH:
1-02.6 Preparation of Proposal
ALL BLANKS IN THE PROPOSAL FORMS MUST BE APPROPRIATELY
FILLED IN, AND ALL UNIT PRICES MUST BE STATED IN BOTH '
WORDS AND FIGURES.
81st Ave. S. Storm Drain Rev/Fielding 1 - 4 August 7, 2008 ,
Project Number: 08-3009
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SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE
LAST PARAGRAPH:
Proposals must contain original signature pages. FACSIMILES ARE
NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE
SUBMITTALS.
SECTION 1-02.7 IS REVISED BY DELETING THE WORDS "CERTIFIED CHECK".
1-02.7 Bid Deposit
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 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-02.11 Combination and Multiple Proposals
No person, firm or corporation shall be allowed to make, or 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 thereby disqualified from submitting a
subproposal or quoting prices to other bidders or from making a prime
proposal.
SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(h) 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 or pre-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 DELETING THE LAST TWO PARAGRAPHS AND
REPLACING WITH THE FOLLOWING:
81st Ave. S. Storm Drain Rev/Fielding 1 - 5 August 7, 2008
Project Number: 08-3009
1-03.1 Consideration of Bids
The City of Kent 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, I
including schedules or alternates selected by the City.
A bidder who wished to claim error after the Bids have been opened and
tabulated shall submit a notarized affidavit signed by the Bidder,
accompanied by original work sheets used in the preparation of the Bid,
requesting relief from the responsibilities of Award. The affidavit shall
describe the specific error(s) and certify that the work sheets are the
originals used in the preparation of the Bid.
The affidavit and the work sheets shall be submitted to the Engineer no
later than 5:00 p.m. on the first business day after Bid opening, or the
claim will not be considered. The Engineer will review the certified work
sheets, to determine validity of the claimed error, and make a
recommendation to the City of Kent. If the City concurs in the claim of
error, the Bidder will be relieved of responsibility, and the Bid Deposit of
the Bidder will be returned.
Thereafter, at the discretion of the City, all Bids may be rejected or l
award made to the next lowest, responsive, responsible Bidder.
SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH 1160
CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION.
1-03.2 Award of Contract 1
SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-03.3 Execution of Contract
The form of contract that the successful bidder, as the Contractor, will be t
required to execute, and the forms and the amount of surety bonds that
it will be required to furnish at the time of execution of the contract are
included in the bid documents and should be carefully examined. The i
contract and the Surety Bonds will be executed in three (3) original
counterparts.
Within 10 calendar days after the award date, the successful
bidder shall return the signed City prepared contract, insurance
certification as required by the contract, and a satisfactory bond I
as required by law and Section 1-03.4. If the successful bidder
fails to provide these documents within this 10-day period, the '
City may, at its sole discretion, reduce the time for completion of
the contract work by one calendar day for each calendar day after
this 10-day period that the successful bidder fails to provide all
required documents.
81st Ave. S. Storm Drain Rev/Fielding 1 - 6 August 7, 2008
Project Number: 08-3009
Until the City executes a contract, no proposal shall bind the City nor
shall any work begin within the project limits or within City-furnished
sites. The Contractor shall bear all risks for any work begun outside such
areas and for any materials ordered before the contract is executed by
the City.
No claim for delay shall be granted to the Contractor due to his failure to
submit the required documents to the City in accordance with the
schedule provided in these Special Provisions.
SECTION 1-03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE
FIRST PARAGRAPH:
1-03.4 Contract Bond
5. Be accompanied by a power of attorney for the Surety's officer
empowered to sign the bond.
6. Be signed by an officer of the Contractor empowered to sign official
statements if the Contractor is a sole proprietor or partner. If the
Contractor is a corporation, the bond must be signed by the
president or vice-president, unless accompanied by written proof of
the authority of the individual signing the bond to bind the
' corporation (i.e., corporate resolution, power of attorney or letter to
such effect by the president or vice-president).
7. The "Contract Bond" shall remain in force for one year following the
Kent City Council "Final Acceptance Date" of the project to ensure
defects are corrected during the one-year guarantee period in
compliance with WSDOT Section 1-05.10 (Guarantees), and the
Performance Bond language of the contract.
SECTION 1-03.7IS DELETED AND REPLACED WITH THE FOLLOWING:
1-03.7 Judicial Review
Any decision made by the City of Kent 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 Superior Court of King County, located in
Kent, Washington.
1-04 SCOPE OF THE WORK
SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-04.1(2) Bid Items Not Included in the Proposal
The Contractor shall include all costs of doing the work within the bid
item prices. If the contract plans, contract provisions, addenda, or any
other part of the contract require work that has no bid item price in the
proposal form, the entire cost of labor and materials required to perform
81st Ave. S. Storm Dram Rev/Fielding 1 - 7 August 7, 2008
Project Number: 08-3009
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 DETAILS"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:
1-04.2 Coordination of Contract Documents, Plans, Special Provisions,
Specifications, and Addenda
1. Change Orders
2. The Contract Agreement
3. Addenda
4. Kent Special Provisions
5. Contract Plans
6. Standard Specifications
7. Kent Standard Details
8. Bid Packet Information
SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH.
SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND
REPLACING IT WITH THE FOLLOWING:
1-04.4 Changes
For Item 2, increases or decreases in quantity for any bid item shall be
paid at the appropriate bid item contract price, including any bid item
increase or decrease by more than 25 percent from the original planned
quantity.
SECTION 1-04.5 IS REVISED BY DELETING THE FIRST PARAGRAPH AND
REPLACING IT WITH THE FOLLOWING:
1-04.5 Procedure and Protest by the Contractor
The Contractor accepts all requirements of a change order by: (1)
endorsing it, (2) writing a separate acceptance, or (3) not protesting in
the way this section provides. A change order that is not protested as
provided in this section shall be full payment and final settlement of all
claims for contract time and for direct, indirect, and consequential
damages or costs, including costs of delays, related to any work either
covered or affected by the change.
SECTION 1-04.6 IS DELETED IN ITS ENTIRETY.
1-04.6 Variation in Estimated Quantities
81st Ave. S. Storm Drain Rev/Fielding 1 - 8 August 7, 2008 ,
Project Number: 08-3009
SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-04.9 Use of Adjacent Properties
Limits of construction are indicated or defined on the plans. The
Contractor shall confine all construction activities within these limits,
unless separate arrangements are made for use of private property.
Before using any private property adjoining the work, the Contractor shall
file with the Engineer satisfactory evidence of written permission from the
property owner to use that private property. Upon vacating the
premises, the Contractor shall furnish the Engineer with a release from all
damages, properly executed by the property owner and in a form
satisfactory to the City.
The Contractor shall confine its equipment, storage of materials and
operation of work to the limits indicated by law, ordinances, permits or
direction of the Engineer and shall not unreasonably encumber the
premises with its materials.
DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION:
1-05 CONTROL OF WORK
1-05.5 City Provided Construction Staking
1-05.5(1) General
The City will supply construction stakes and marks establishing lines,
slopes and grades as set forth in Sections 1-05.5(2) through 1-05.5(7) 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 1-05.5(6) of the Kent Special Provisions herein). 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, to complete the rescheduled work. Note: A
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-
08.4 of the Kent Special Provisions.
81st Ave. S. Storm Drain Rev/Fielding 1 - 9 August 7, 2008
Project Number: 08-3009
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 $150/hr for City
Surveyors to replace the stake, marker or monument that was not to be
disturbed or damaged by the Contractor's 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 other satisfactory substantiating
evidence to prove the error is furnished the Surveyor. 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.
1-05.5(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 t
feet, 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 i
alignment and grade. Alleys with major grade changes shall have
embankments staked to establish grade before offset hubs are set.
81st Ave. S. Storm Drain Rev/Fielding 1 - 10 August 7, 2008
Project Number: 08-3009
1-05.5(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 his employees and
subcontractors of their importance and of the necessity for their
preservation.
The Contractor shall determine appropriate construction stake offset
distances to prevent damage to stakes by his construction equipment.
Should it become necessary, for any reason, to replace these control
stakes, the Contractor will be charged at the rate of $150/hr for City
Surveyors 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 subcontractors, and
advance notice of at least two (2) full business days is given to the City,
the City will reference, remove, and later replace the stakes or
monument at no cost to the Contractor.
1-05.5(5) Staking Services
Work requests must be made at least 3 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 applicable.
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 back fill, 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.
81st Ave. S. Storm Drain Rev/Fielding 1 - 11 August 7, 2008
Project Number: 08-3009
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 1
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, and sufficient mid-
curve points to establish proper alignment.
S. Base and Top Course - One set of final construction centerline grade
hubs will be set for each course, at not less than 25 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.
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. i
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.
Cut sheets will be supplied when appropriate for curb storm sanitary
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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 his own expense, shall stake all other items not listed t
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 $150/hour.
1-05.5(6) Survey Requests
It shall be the Contractor's responsibility to properly schedule survey i
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:
81st Ave. S. Storm Drain Rev/Fielding 1 - 12 August 7, 2008
Project Number: 08-3009
Roadway grading +/-1500 lineal feet of centerline
Storm or sanitary sewer Approximately 10-12 structures
Water main +/-1500 lineal feet of pipe
Curb and gutter +/-1300 lineal feet (one side only)
Base and top course +/-1000 lineal feet
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.
1-05.5(7) Stake Verification
It shall be the Contractor's responsibility to examine survey stakes before
commencing operations. The Contractor shall notify the City if the
validity of a stake is questionable, either as to location, offset, or amount
of cut or fill marked on the stake. The City will then check the stake or
stakes in question. Any stakes found to be in error will be reset one time
only at no charge to the Contractor. If the stakes are found to be correct
as staked or should they need to be checked additional.times thereafter,
the Contractor will be charged at the rate of $150/hr for City survey
crews to provide this service. The Contractor may not charge the City for
any standby or "down" time as a result of any staking and/or resetting
procedure.
An stake deemed to be damaged or disturbed b construction activity b
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the Engineer, inspector or survey crew will be exempt from this
paragraph. It may be replaced, but at a charge of $150/hour to the
Contractor. The Contractor may not charge the City for any standby or
"down" time as a result of any re-staking and/or resetting procedure.
1-05.8 City 9's Right to Correct Defective and Unauthorized Work
If the Contractor fails to remedy defective or unauthorized work within
the time specified in a written notice from the Engineer, or fails to
perform any part of the work required by the contract documents, the
Engineer may correct and remedy such work as may be identified in the
written notice, by such means as the Engineer may deem necessary,
including the use of City forces.
81st Ave. S. Storm Drain Rev/Fielding 1 - 13 August 7, 2008
Project Number: 08-3009
If the Contractor fails to comply with a written order to remedy what the
Engineer determines to be an emergency situation, the Engineer may
have the defective and unauthorized work corrected immediately, have
the rejected work removed and replaced, or have work the contractor
refuses to perform completed by using City or other forces. An
emergency situation is any situation which, in the opinion of the
Engineer, could be potentially unsafe if its remedy is delayed, or might
cause serious risk of loss or damage to the public.
Direct or 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. Such direct and indirect costs shall include in particular, but
without limitation, compensation for additional professional services
required, and costs for repair and replacement of work of others
destroyed or damaged by correction, removal, or replacement of the
Contractor's unauthorized work.
No adjustment 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 avenue for additional
remedy or damages with respect to the Contractor's failure to perform
the work as required.
SECTION 1-05.10 IS SUPPLEMENTED BYADDING THE FOLLOWING:
1-05.10 Guarantees
The Contractor shall be available approximately sixty (60) calendar days
prior to the expiration of the guarantee period to tour the project, with
the Engineer, in support of the Engineer's effort to establish a list of
corrective work required under the guarantee. Upon the receipt of
written notice of such required corrective work, the Contractor shall t
pursue vigorously, diligently, and without unauthorized interruption of the
City Facilities, the work necessary to correct the items listed.
SECTION 1-05.11 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-05.11 Final Inspection
1-05.11(1) Substantial Completion Date
When the Contractor considers the work to be substantially complete, the l
Contractor shall notify the Engineer and request the Engineer to establish
the Substantial Completion Date. To be considered substantially
complete the following conditions must be met:
1. The City must have full and unrestricted use and benefit of the
facilities, both from an operational and safety standpoint. ,
81st Ave. S. Storm Drain Rev/Fielding 1 - 14 August 7, 2008
Project Number: 08-3009
2. Only minor incidental work, replacement of temporary substitute
facilities, or correction or repair work remains to reach physical
completion of the work.
The Contractor's request shall list the specific items of work in
subparagraph two above that remain to be completed in order to reach
physical completion. The Engineer may also establish the Substantial
Completion Date unilaterally.
If, after this inspection, the Engineer concurs with the Contractor that the
work is substantially complete and ready for its intended use, the
Engineer, by written notice to the Contractor, will set the Substantial
Completion Date. However, if after this inspection, the Engineer does not
consider the work substantially complete and ready for its intended use,
the Engineer will, by written notice, notify the Contractor giving the
reasons for the Engineer's determination.
Upon receipt of written notice concurring in or denying substantial
completion, whichever is applicable, the Contractor shall pursue
vigorously, diligently and without unauthorized interruption, the work
necessary to reach Substantial and Physical Completion. The Contractor
shall provide the Engineer with a revised schedule indicating when the
Contractor expects to reach substantial and physical completion of the
work.
This process shall be repeated until the Engineer establishes the
Substantial Completion Date.
1 1-05.11(2) Final Inspection and Physical Completion Date
When the Contractor considers the work physically complete and ready
for Final Inspection, the Contractor, by written notice, shall request the
Engineer to schedule a Final Inspection. The Engineer will set a date for
Final Inspection. The Engineer and the Contractor will then make a Final
Inspection and the Engineer, if necessary, will notify the Contractor in
writing of all particulars in which the Final Inspection reveals the work
incomplete or unacceptable. The Contractor shall immediately take all
necessary corrective measures to remedy the listed deficiencies. The
Contractor shall allocate the necessary resources to pursue completion of
all corrective work vigorously, diligently, and without interruption until
Iachieving physical completion of the listed deficiencies. This process will
continue until the Engineer is satisfied that all listed deficiencies have
been corrected.
If action to correct the listed deficiencies is not initiated within seven 7
calendar days after receipt of the written notice listing the deficiencies,
the Engineer may, upon written notice to the Contractor, take all
necessary steps to correct those deficiencies and may deduct all costs
incurred to correct the deficiencies from monies due or to become due
the Contractor.
81st Ave. S. Storm Drain Rev/Fielding 1 - 15 August 7, 2008
Project Number: 08-3009
Upon correction of all deficiencies, the Engineer will notify the Contractor
and the City, in writing, of the date upon which the work was considered
physically complete. That date shall constitute the Physical Completion
Date of the contract, but shall not imply that all the obligations of the
Contractor under the contract have been fulfilled.
1-05.11(3) 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 l
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 documents.
Operational and test periods, when required b the Engineer, shall not
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affect a manufacturer's guaranties or warranties furnished under the
terms of the Contract. i
SECTION 1-05.12 IS DELETED AND REPLACED WITH THE FOLLOWING;
1-05.12 Final Acceptance and Guarantee
The Contractor must perform all the obligations under the contract before
the Final Acceptance Date can be established. A Certificate of Completion
for the work issued by the City will establish the Final Acceptance Date
and certify the work as complete. The final contract price may then be '
81st Ave. S. Storm Drain Rev/Fielding 1 - 16 August 7, 2008
Project Number: 08-3009
calculated. The following must occur before the final acceptance date can
be established and the final contract price calculated.
1. The physical work on the project must be complete.
2. The Contractor must furnish all documentation (required by the
Contract and required by law) necessary to allow the City to certify
the Contract as complete.
A Certificate of Completion for the work, signed by the City, will
constitute acceptance of the work and shall establish ,the Final
Acceptance Date, but shall not relieve the Contractor of the responsibility
to indemnify, defend, and protect the City against any claim or loss
resulting from the failure of the Contractor (or the subcontractor or lower
tier subcontractors) to pay all laborers, mechanics, subcontractors,
material persons, or any other person who provides labor, supplies, or
provisions for carrying out the work. Additionally, the issuance of this
Certificate of Completion will not constitute acceptance of unauthorized or
defective work or material. Moreover, the City in establishing the Final
Acceptance Date, shall not be barred from requiring the Contractor to
remove, replace, repair, or dispose of any unauthorized or defective work
or material or from recovering damages for any such work or material for
a period of one (1) year from the date of acceptance by the City of Kent.
Final acceptance shall not constitute acceptance of any unauthorized or
defective work or material. The City of Kent shall not be barred from
requiring the Contractor, at his expense, to remove, replace, repair, or
dispose of any unauthorized or defective work or material, or from
recovering damages for any such work or material for a period of one
year from the date of final acceptance. Contractors shall be barred from
bidding on future City projects until the provisions of this section are
satisfied.
SECTION 1-05.13 IS REVISED BY DELETING THE LAST PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-05.13 Superintendents, Labor, and Equipment of Contractor
Whenever the City evaluates the Contractor's qualifications pursuant to
Section 1-02.1, the City may take these or other Contractor performance
reports into account.
Within ten (10) days of contract award, the Contractor shall designate
the Contractor's project manager and superintendent for the contract
work.
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.
81st Ave. S. Storm Drain Rev/Fielding 1 - 17 August 7, 2008
Pro)ect Number: 08-3009
SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-05.14 Cooperation with Other Contractors
The City shall not be responsible for any damages suffered by the
Contractor resulting directly or indirectly from the performance or
attempted performance of any other City contract or contracts existing or
known to be pending at the time of bid.
Details of known projects are as follows: N/A
SECTION 1-05IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
1-05.16 Water and Power
The Contractor shall make necessary arrangements, and shall bear the
costs for power and water necessary for the performance of the work,
unless the Contract includes power or water as bid items, or unless
otherwise provided for in other bid items.
1-05.17 Oral Agreements
No oral agreement or conversation with any officer, agent, or employee
of the City, either before or after execution of the contract, shall affect or
modify the terms or obligations contained in any of the documents
comprising the contract. Such oral agreement or conversation shall be
considered as unofficial information and in no way binding upon the City,
unless subsequently put in writing and signed by an authorized agent of
the City.
1-06 CONTROL OF MATERIAL
SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY.
1-06.2 2 Statistical Evaluation of Materials for Acceptance
( ) P
SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW i
SECTIONS:
1-06.7 Submittals i
1-06.7(1) Submittal Procedures
All submitted information shall be clear, sharp, high contrast copies. ,
Accompany each submittal with a letter of transmittal containing the
following information:
1. Contractor's name and the name of Subcontractor or supplier who
prepared the submittal.
2. The project name and identifying number. '
81st Ave. S. Storm Dram Rev/Fielding 1 - 18 August 7, 2008
Pro]ect Number: 08-3009
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
A Schedule of Submittals shall be completed by the Contractor. The
schedule can be modified, deducted, or added to by the City. The
Schedule shall be available at the preconstruction meeting (see 1-08.0)
of the Kent Special Provisions. The Contractor shall 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 of Submittals must be accepted prior to payment.
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. 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 variable depending on
the contract unless otherwise noted for the Engineer's review. See
Section 1-08.3(2)B of the Kent Special Provisions for complete submittal
review schedule. The Contractor shall also allow adequate time for
manufacturer delivery at the construction site without causing delay to
the Work. All submittals shall be in accordance with the approved
Schedule of Submittals. Submittals shall be made early enough to allow
for unforeseen delays such as:
1. Failure to obtain Favorable Review because of inadequate or
incomplete submittal or because the item submitted does not meet
the requirements of the Contract Documents. Re-reviews may
require additional time beyond the 21 days.
2. Delay in manufacture.
3. Delays in delivery.
4. Labor disputes, work slowdowns or strikes.
1-06.7(3) Shop Drawings, Product Data and Samples
This paragraph covers submittal of Shop Drawings, Product Data and
Samples required for the Engineer's review.
Number and type of submittals where applicable:
81st Ave. S. Storm Drain Rev/Fielding 1 - 19 August 7, 2008
Project Number: 08-3009
1. Shop Drawings: Submit six copies, two of which will be marked,
stamped and returned to the Contractor. The Contractor shall make
and distribute the required number of additional copies to its
superintendent, subcontractors and suppliers.
2. Product Data: Submit six copies, two of which will be marked,
stamped and returned to the Contractor. The Contractor shall make
and distribute the required number of additional copies to its
superintendent, subcontractors and suppliers.
3. Samples: Submit three labeled samples or three sets of samples of
manufacturer's full range of colors and finishes unless otherwise
directed. One approved sample will be returned to the Contractor.
Content of submittals:
1. Each submittal shall include all of the items required for a complete
assembly, system or Specification Section.
2. Submittals shall contain all of the physical, technical and
performance data required by the specifications or necessary to
demonstrate conclusively that the items comply with the
requirements of the Contract Documents.
3. Provide verification 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 that are existing or have or will be submitted.
4. Label each Product Data submittal, Shop Drawing and Sample with
the information required in this Section. 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.
5. Additional requirements for submittals are contained in the Technical
Specification sections and in Section 1-08.3(2)B.
Submittals that contain deviations from the requirements of the Contract
Documents 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 and i
explain its advantages and/or disadvantages to the City.
3. State the reduction in Contract Price, if any, which is offered to the
City.
81st Ave. S. Storm Drain Rev/Fielding 1 - 20 August 7, 2008
Project Number: 08-3009
The Engineer will stamp and mark each submittal prior to returning it to
the Contractor. The stamps will indicate:
1. "APPROVED AS SUBMITTED" - Accepted subject to its compatibility
with future submissions and additional partial submissions for
portions of the work not covered in this submission. 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
future submissions and additional partial submissions for portions of
the work not covered in this submission. 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 or errors that shall be resolved or corrected by the
Contractor prior to subsequent submittal. An amended resubmission
is required.
Re-submittals that contain changes that were not requested by the
Engineer on the previous submittal shall 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
SECTION 1-07.1 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.1 Laws to be Observed
The Contractor shall always comply with all Federal State or local laws
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codes, rules and regulations that affect work under the contract. The
Contractor shall also be responsible for the safety of its workers and shall
comply with all applicable safety and health standards and codes. In
cases of conflict between different laws, codes, rules, or regulations, the
' most stringent law, code, rule, or regulation shall apply.
The City will not adjust payment to compensate the Contractor for
changes in legal requirements unless those changes are specifically within
the scope of RCW 39.04.120. For changes under RCW 39.04.120, the
City will compensate the Contractor by negotiated change order as
provided in Section 1-04.4.
81st Ave. S. Storm Drain Rev/Fielding 1 - 21 August 7, 2008
Project Number: 08-3009
SECTION 1-07.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.2 State Taxes
1-07.2(1) General
The Washington State Department of Revenue has issued special rules on
the State sales tax. Sections 1-07.2(1) through 1-07.2(4) are meant to
clarify those rules. The Contractor should contact the Washington
State Department of Revenue for answers to questions in this
area. The City of Kent will not adjust its payment if the
Contractor bases a bid on a misunderstood tax liability.
The Contractor shall include all Contractor-paid taxes in the bid item
prices or other contract amounts. In some cases, however, state retail l
sales tax will not be included. Section 1-07.2(3) describes this exception.
The City of Kent will pay the retained percentage only if the Contractor
has obtained from the Washington State Department of Revenue a
certificate showing that all contract-related taxes have been paid (RCW
60.28.050). The City may deduct from its payments to the Contractor
any amount the Contractor may owe the Washington State Department
of Revenue, whether the amount owed is related to this contract or not.
Any amount so deducted will be paid into the proper State fund.
1-07.2(2) State Sales Tax — Rule 171 i
WAC 458-20-171, and its related rules apply to building, repairing, or s
improving streets, roads, etc., which are owned by a municipal
corporation, or political subdivision of the state, or by the United States,
and which are used primarily for foot or vehicular traffic. This includes
storm or combined sewer systems within and included as a part of the
street or road drainage system and power lines when they are part of the
roadway lighting system. For work performed in these cases, the
Contractor shall include Washington State Retail Sales Tax in the various
unit Bid Item prices, or other contract amounts, including those that the
Contractor pays on the purchase of the materials, equipment, or supplies
used or consumed in doing the work.
1-07.2(3) State Sales Tax — Rule 170
WAC 458-20-170, and its related rules apply to the construction and ,
repair of new or existing buildings, or other structures, upon real
property. This includes, but is not limited to, the construction of streets,
roads, highways, etc., owned by the State of Washington; water mains
and their appurtenances; sanitary sewers and sewage disposal systems
unless those sewers and disposal systems are within, and a part of, a
street or road drainage system; telephone, telegraph, electrical power
distribution lines, or other conduits or lines in or above streets or roads,
unless such power lines become a part of the street or road lighting
system; and installing or attaching of any article of tangible personal '
81st Ave. S. Storm Drain Rev/Fielding 1 - 22 August 7, 2008
Pro]ect Number: 08-3009
property in or to real property, whether or not this personal property
becomes a part of the realty by virtue of installation.
For work performed in these cases, the Contractor shall collect from the
City, retail sales tax on the full contract price. The City will automatically
add this sales tax to each payment to the Contractor. For this reason,
the Contractor shall not include the retail sales tax in the unit Bid Item
prices, or in any other contract amount subject to Rule 170, with the
following exception.
Exception: The City of Kent will not add in sales tax for a payment the
Contractor or a subcontractor makes on the purchase or rental of tools,
machinery, equipment, or consumable supplies not integrated into the
project. Such sales taxes shall be included in the unit Bid Item prices or
in any other contract amount.
1-07.2(4) Services
The Contractor shall not collect retail sales tax from the City of Kent on
any contract wholly for professional or other services (as defined in
Washington State Department of Revenue Rules 138 and 244).
SECTION 1-07.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-07.6 Permits and Licenses
The City of Kent has obtained the following permits: None
Contractor shall obtain, at its sole cost, all other permits required to
complete this project.
A copy of each permit and/or license obtained by the Contractor shall be
furnished to the City of Kent. Approved permits shall be furnished to the
City of Kent upon completion of the project and prior to final acceptance.
Promptly notify the City of Kent in writing of an variance in the contract
P Y fY Y 9 Y
documents with the laws, ordinances, rules, regulations, and orders.
Necessary changes will be adjusted by appropriate modification.
If Contractor performs work knowing it to be contrary to such laws,
ordinances, rules, regulations, and orders, and without such notice to the
City of Kent, Contractor shall assume full responsibility and bear all costs
attributable to Contractor's failure to obtain all necessary permits within
the time required.
81st Ave. S. Storm Drain Rev/Fielding 1 - 23 August 7, 2008
Project Number: 08-3009
SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING
PARAGRAPH AFTER THE SIXTH PARAGRAPH:
1-07.9(1) General
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. The City
will not adjust the Contractor's bid in the event the State or Federal
Governments adjust the prevailing wage rates after the Bid Opening
Date.
SECTION 1-07.13(3) IS DELETED IN ITS ENTIRETY.
1-07.13(3) Relief of Responsibility for Damage by Public Traffic ,
SECTION 1-07.13(4) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.13(4) Repair of Damage
The Contractor shall promptly repair all damage to either temporary or
permanent work as directed by the Engineer. Alternatively, the Engineer
may elect to accomplish repair by City forces or other means; however,
the Contractor shall pay for these repairs and the City may deduct these
repair costs from monies due or to become due the Contractor. No
payment will be made for delay or disruption of work.
SECTION 1-07.14 IS REVISED BY DELETING THE THIRD, FOURTH, AND FIFTH
PARAGRAPHS AND REVISING ALL REFERENCES OF "STATE, COMMISSION, '
SECRETARY"OR "STATE" TO READ "CITY';
1-07.14 Responsibility for Damage
SECTION 1-07.17 IS REVISED BY DELETING THE SECOND PARAGRAPH AND
REPLACING WITH THE FOLLOWING:
1-07.17 Utilities and Similar Facilities
Chapter 19.122 of the Revised Code of Washington (RCW) relates to
underground utilities. In accordance with this RCW, the Contractor shall
call the One-Number Locator Service for field locations of utilities (1-800-
424-5555). 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 19.22.030 for subscriber utilities.
81st Ave. S. Storm Drain Rev/Fielding 1 - 24 August 7, 2008
Project Number: 08-3009
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 their 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 by installation of all planned improvements at
that location.
1-07.17(4) Payment
L All costs to comply with this section and for the protection and repair
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
Imaintain 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 notify all owners of
underground facilities, whether public or private, that excavation will
occur, and when excavation will occur.
1-07.17(6) Site Inspection
Contractor warrants and represents that it has personally, or through its
employees, agents and/or subcontractors, examined the areas subject to
this agreement and that it is knowledgeable of specific locations for
water, gas, telephone, electric power and combined sewerage utilities
within those areas. Contractor further warrants and represents that it
has also examined in detail the plans of such utilities provided to it by the
City and all other affected utility companies or entities, whether public or
private.
The following list of contacts is provided only as a convenience to
the Contractor and may not constitute a complete or accurate list
of all affected utilities.
81st Ave. S. Storm Drain Rev/Fielding 1 - 25 August 7, 2008
Project Number: 08-3009
Puget Sound Energy Comcast
Contact: Anita Yurovchak Contact: Jim Nies
(253) 381-6714 (253) 571-8893
west MCI
Contact: Warren Perkins Contact: Louise Popelka
(253) 372-5323 (425) 201-0901 /
(425) 766-1740
SECTION 1-07.18 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.18 Public Liability and Property Damage Insurance
Refer to the insurance requirements in the project agreement, which
constitute the Contractor's insurance requirements for this project.
1-07.23 Public Convenience and Safety '
SECTION 1-07.23(1) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.23(1) Construction Under Traffic
The Contractor shall conduct all operations with the least possible
obstruction and inconvenience to the public. The Contractor shall have
under construction no greater length or amount of work than can be
prosecuted properly with due regards to the rights of the public. To the ,
greatest extent possible, the Contractor shall finish each section before
beginning work on the next.
To disrupt public traffic as little as possible, the Contractor shall permit
traffic to pass through the work with the least possible inconvenience or
delay. The Contractor shall maintain existing roads, streets, sidewalks,
and pedestrian and bicycle paths within the project limits, keeping them
open, and in good, clean, safe condition at all times. Deficiencies caused
by the Contractor's operations shall be repaired at the Contractor's
expense. Deficiencies not caused by the Contractor's operations shall be
repaired by the Contractor when directed by the Engineer at the City's
expense. The Contractor shall also maintain roads, streets, sidewalks,
pedestrian and bicycle paths adjacent to the project limits when affected
by the Contractor's operations. Snow and ice control will be performed
by the City on all projects. Cleanup of snow and ice control debris will be
at the City's expense. The Contractor shall perform the following:
1. Remove or repair any condition resulting from the work that might
impede pedestrians, bicyclists, and motor traffic, or that creates a
hazard.
2. Keep existing traffic signal and highway, road or street lighting t
systems in operation as the work proceeds. The City will continue
routine maintenance on these traffic signal and lighting systems.
81st Ave. S. Storm Drain Rev/Fielding 1 - 26 August 7, 2008
Project Number: 08-3009
3. Maintain the striping and other channelization markings on the
roadway at the Contractor's expense. The Contractor shall be
responsible for scheduling when to renew striping or channelization,
subject to the approval of the Engineer. When the scope of the
project does not include work on the roadway, the City will be
responsible for maintaining the striping and other channelization
markings.
4. Maintain existing permanent signing. Repair of signs will be at the
City's expense, except those damaged due to the Contractor's
operations.
i 5. Keep drainage structures clean to allow for free flow of stormwater.
i Cleaning of existing drainage structures within the project limits will
be at the Contractor's expense when flow is impaired due to the
Contractor's operations. Routine cleaning of existing drainage
structures will be at the City's expense when the Engineer
determines that flow is not impaired due to the Contractor's
operations.
6. Whether or not the Contractor is on-site, when ordered by the
Engineer, the Contractor shall immediately mobilize forces to place
1 any asphalt concrete pavement, cold plant mix, crushed surfacing
gravel and/or gravel borrow as the Engineer deems necessary to
provide a smooth, even roadbed, pedestrian path and bicycle path.
This work will be paid for under unit contract prices, but no
adjustment in payments will be considered for any additional costs
necessary to install the required surfacing material. If the
Contractor fails to comply, the Engineer may order the work done by
others and deduct the costs from any payments due or coming due
the Contractor.
To protect the 9property ri hts of abuttinowners, the Contractor shall:
9
1. Conduct the construction so that the least inconvenience as possible
is caused to abutting property owners;
2. Maintain ready access to sidewalks, pedestrian and bicycle paths,
driveways, houses and buildings along the line of work;
3. Provide temporary approaches to crossing or intersecting roads,
streets, sidewalks, pedestrian and bicycle paths, and keep these
approaches in good condition; and
4. Provide another access before closing an existing one whenever the
contract or work requires removing and replacing an abutting
owner's access.
5. Confine construction operations to one side of the roadway at a
time, unless the Traffic Control Plan (TCP) approved by the City's
Traffic Control Supervisor (TCS) clearly indicates otherwise.
When traffic must pass through grading areas, the Contractor shall:
1. Make cuts and fills that provide a reasonably smooth even roadbed,
street, pedestrian and bicycle path;
81st Ave. S. Storm Dram Rev/Fielding 1 - 27 August 7, 2008
Project Number: 08-3009
2. Place, in advance of other grading work, enough fill at all culverts
and bridges to permit vehicle, pedestrian and bicycle traffic to
conveniently and safely cross;
3. Make roadway cuts and fills, if ordered by the Engineer, in partial
width lifts, alternating lifts from side to side to permit vehicles,
pedestrians, and bicyclists to conveniently and safely travel on the
side opposite the work.
4. Install culverts on half the width of the traveled way, keeping the
other half open and unobstructed to vehicles, pedestrians, and
bicyclists until the first half is ready for use.
5. After rough grading or placing any subsequent layers, prepare the
final roadbed and pedestrian and bicycle paths to a smooth, even
surface (free of humps and dips) suitable for use by public vehicles,
pedestrians and bicyclists (compacted surface of crushed and
compacted gravel at a minimum); and
6. Settle dust with water, or other dust palliative, as the Engineer may
order. '
If grading work is on or next to a roadway, street, sidewalk, pedestrian or
bicycle path in use, the Contractor shall finish the grade immediately
after rough grading and place surfacing materials as the work proceeds.
When an adjacent sidewalk, pedestrian or bicycle path is in use, the
Contractor shall immediately place and compact crushed surfacing to a ,
width, line and grade conforming to federal ADA requirements after rough
grading is complete.
The Contractor shall conduct all operations to minimize any drop-offs
(abrupt changes in roadway, shoulder, street, sidewalk, or pedestrian or
bicycle path) left exposed to traffic during working and nonworking hours.
Unless otherwise specified in the approved TCP, drop-offs left exposed to
traffic shall be protected as follows:
1. Drop-offs up to 0.20 foot, unless otherwise ordered by the Engineer, '
may remain exposed with appropriate warning signs alerting
motorists, pedestrians, and bicyclists of the condition.
2. Drop-offs more than 0.20 foot that are in the traveled way, shoulder,
auxiliary lane, sidewalk, or pedestrian or bicycle path will not be
allowed unless protected with appropriate warning signs and further
protected as indicated in 3b or 3c below.
3. Drop-offs more than 0.20 foot, but no more than 0.50 foot, that are
not within the traveled way, shoulders, auxiliary lanes, pedestrian or
bicycle path shall be protected with appropriate warning signs and
further protected by having at least one of the following:
a. A wedge of compacted stable material placed at a slope of 4:1
or flatter.
b. Channelizing devices (Type II barricades, plastic safety drums,
or other approved devices 36 inches or more in height) placed
along the traffic side of the drop-off, and a new edge of
pavement stripe placed a minimum of 3 feet from the edge of 1
the drop-off. The maximum spacing between the devices in
feet shall be the posted speed limit in miles per hour.
81st Ave. S. Storm Drain Rev/Fielding 1 - 28 August 7, 2008
Project Number: 08-3009
Pavement drop-off warning signs, sidewalk drop-off warning
' signs, and pedestrian or bicycle path drop-off warning signs
shall be placed in advance and throughout the drop-off
treatment.
c. Temporary concrete barrier or other approved barrier installed
on the traffic side of the drop-off with 1 foot between the drop-
off and the back of the barrier, and a new edge of pavement
stripe a minimum of 2 feet from the face of the barrier. An
approved terminal, flare, or impact attenuator will be required
at the beginning of the section. For night use, the barrier shall
' have approved warning lights.
4. Drop-offs more than 0.50 foot not within the traveled way,
shoulders, auxiliary lanes, or sidewalks, or bicycle or pedestrian
' paths, shall be protected with appropriate warning signs and further
protected as indicated in 3a, 3b, and/or 3c if all of the following
conditions are met:
a. The drop-off is less than 2 feet;
b. The total length throughout the project is less than 300 feet;
c. The drop-off does not remain for more than three working
' days;
d. The drop-off is not present on any of the holidays listed in
Section 1-08.4;
' e. The drop-off is only one side of the roadway.
5. Drop-offs more than 0.50 foot that are not within the traveled way,
shoulder, auxiliary lane, sidewalk, pedestrian or bicycle lane, and are
not otherwise covered by No. 4 above, shall be protected with
appropriate warning signs and further protected as indicated in 3a or
3c.
' 6. Open trenches within the traveled way, shoulder, or auxiliary lane
shall have steel plate covers placed and anchored over them. A
wedge of suitable material, shall be placed for a smooth transition
between the pavement and the steel plates where required. Open
trenches within sidewalks, or pedestrian or bicycle paths shall not be
permitted unless a suitable detour route is provided. Warning signs
shall be used to alert motorists, pedestrians, and bicyclists of the
presence of the steel plates, or pedestrian, or bicycle detour.
7. The Contractor shall be responsible for providing adequate
' safeguards, safety devices, protective equipment, and any other
needed actions to protect the life, health, and safety of the public,
and to protect property in connection with the performance of the
1 work covered by the contract. The Contractor shall perform any
measures or actions the Engineer may deem necessary to protect
the public and property. The responsibility and expense to provide
this protection shall be the Contractor's except that which is to be
furnished by the City as specified in other sections of these
specifications. Nothing contained in this contract is intended to
create any third-party beneficiary rights in favor of the public or any
individual utilizing the highway, road, or street facilities being
constructed or improved under this contract.
81st Ave. S. Storm Drain Rev/Fielding 1 - 29 August 7, 2008
Project Number: 08-3009
8. The Contractor shall keep all traffic lanes, shoulders, auxiliary lanes,
sidewalks, pedestrian or bike lanes clear of equipment and materials '
during nonworking hours unless otherwise shown on the TCP
approved by the City's TCS. The Contractor shall not keep
equipment and/or materials stored within 12 feet from the edge of
the traveled way, unless protected by permanent guardrail, concrete
barrier, or other device approved by the Engineer. The Contractor's
employees and agents shall not park private vehicles within or along
the traveled way, shoulders, auxiliary lanes, sidewalks, pedestrian or
bike lanes when those public access areas are open to public travel.
SECTION 1-07.23(2) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-07.23(2) Construction and Maintenance of Detours
Unless otherwise approved by the Engineer, the Contractor shall maintain
two-way traffic during construction. The Contractor shall build, maintain '
in a safe condition, keep open to traffic, and remove the following items
when no longer needed:
1. Detours and detour bridges that will accommodate traffic diverted '
from the roadway, street, bridge, sidewalk, pedestrian or bicycle
path during construction, '
2. Detour crossings of intersecting highways, streets, or roads, and
3. Temporary approaches.
Unit contract prices will cover construction, maintenance, and removal of ,
all detours shown in the plans or proposed by the City. The Contractor
shall pay all costs to build, maintain, and remove any other detours, ,
whether proposed for the Contractor's convenience or to facilitate
construction operations. Any detour proposed by the Contractor shall not
be built, or used, until the Engineer approves. Surfacing and paving of '
built detours shall be consistent with traffic requirements.
Upon failure of the Contractor to immediately provide, maintain, or '
remove detours or detour bridges when ordered to do so by the
Engineer, the City may, without further notice to the Contractor or the
Surety, provide, maintain, or remove the detours or detour bridges and ,
deduct the costs from any payments due or coming due the Contractor.
SECTION 1-07.23 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW '
SECTIONS:
1-07.23(3) Temporary Street Closures ,
Whenever the plans or Special Provisions require a temporary road
closure, the costs for the associated work for that temporary road closure
shall be paid for under the traffic control bid items contained within the
contract proposal.
81st Ave. S. Storm Drain Rev/Fielding 1 - 30 August 7, 2008
Project Number: 08-3009
Whenever the Contractor proposes a temporary road closure that would
prevent traffic from passing through the work zone in order to expedite
the Contractor's work, and that closure will result in either a time savings
and/or cost savings as determined by the Engineer, the Contractor shall
pay all costs associated with safely implementing that approved
temporary road closure; i.e„ regardless of the fact that the contract may
include bid items for some or all of the work and materials required to
implement this cost, or time saving Traffic Control Plan (TCP), all of the
costs necessary for the preparation of the TCP, and for providing and
implementing the traffic control devices and flaggers, shown on the TCP
approved by the City's Traffic Control Supervisor shall be at the
Contractor's sole expense.
At least ten days prior to beginning work on a temporary road closure,
the Contractor will submit a TCP for that temporary road closure to the
City for review and approval.
Upon failure of the Contractor to immediately provide flaggers; erect,
maintain, and remove signs; or to provide, erect, maintain other traffic
control devices when shown on the approved TCP for the temporary road
closure, or when ordered to do so by the Engineer, the City may, without
further notice to the Contractor or the Surety, perform any of the above
' and deduct the costs from any payments due or coming due the
Contractor.
1-07.23(4) Road Maintenance
Until Accepted in writing by the Engineer, the Contractor will maintain all
roads within the confines of the project in a condition satisfactory to the
Engineer. This shall include periodic grading of any street, detour, etc.,
on which traffic is allowed, wherever, in the opinion of the Engineer, such
grading is required.
When construction operations are such that debris from the work is
deposited on the streets, the Contractor shall cover all loads, and as a
minimum, remove on a daily basis, any deposits or debris which may
accumulate on the roadway surface. Should daily removal be insufficient
to keep the streets clean, the Contractor shall perform removal
operations on a more frequent basis. If the Engineer determines that a
more frequent cleaning is impractical or if the Contractor fails to keep the
streets free from deposits and debris resulting from the work, the
Contractor shall, upon order of the Engineer, provide facilities for and
remove all clay or other deposits from the tires or between wheels before
trucks or other equipment will be allowed to travel over paved streets.
Should the Contractor fail or refuse to clean the streets in question or the
trucks or equipment in question, the Engineer may order the work
suspended at the Contractor's risk until compliance with the Contractor's
obligation is assured or, the Engineer may order the streets in question
cleaned by others and such costs incurred by the City in achieving
compliance with these Contract requirements, including cleaning of the
streets, shall be deducted from monies due or to become due the
81st Ave. S. Storm Drain Rev/Fielding 1 - 31 August 7, 2008
Project Number: 08-3009
Contractor on monthly estimate. The Contractor shall have no claim for
delay or additional costs should the Engineer choose to suspend the
Contractor's work until compliance is achieved.
All costs in connection with the above work, including labor, materials,
tools and equipment, shall be considered as incidental to the construction
and payment thereof shall be included in the unit Contract price of other
bid items. '
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 of Kent will have obtained all right of way,
easements or right of entry agreements prior to the start of construction.
Locations where these rights have not been obtained will be brought to
the Contractor's attention prior to start of construction.
The Contractor shall not proceed with any portion of the work in areas ,
where right of way, easements or rights of entry have not been acquired
until the Engineer certifies to the Contractor that the right of way or ,
easement is available or that the right of entry has been received.
SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: ,
1-07.26 Personal Liability of Public Officers
Neither the City, the Engineer, nor an other official officer or employee '
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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 Conference
The Engineer will furnish the Contractor with up to 5 copies of the
Contract documents. 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 Documents and check and verify all pertinent ,
figures shown and all applicable field measurements. The Contractor
81st Ave. S. Storm Drain Rev/Fielding 1 - 32 August 7, 2008 ,
Project Number: 08-3009
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 meeting 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 1-06.7)
5. Temporary Erosion/Sedimentation Control Plan (TESCP) for
approval.
6. Traffic Control Plan (TCP) for approval.
7. Request to sublet, for approval by the Engineer, of all
subcontractors.
SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-08.4 Notice to Proceed, Prosecution and Hours of Work
Notice to Proceed will be given after the contract has been executed and
the contract bond and evidence of required insurance have been
approved by and filed with the City. 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 days of the Notice to Proceed Date. The Work thereafter shall
1 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.
Also reference Section 1-07.23(1) of the Kent Special Provisions.
81st Ave. S. Storm Drain Rev/Fielding 1 - 33 August 7, 2008
Project Number: 08-3009
Except in the case of emergency or unless otherwise approved by the
City, 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 Special Provisions, with
a 5-day work week, plus allowing a maximum one-hour lunch break in
each working day. The normal straight time 8-hour working period for
the contract shall be established at the preconstruction conference or
prior to the Contractor commencing work.
If a Contractor desires to perform work on holidays, Saturdays, Sundays,
or before 7:00 a.m. or after 6:00 p.m, on any day, the Contractor shall
apply in writing to the Engineer for permission to work those times. The
Contractor shall notify the Engineer at least 48 hours in advance (72
hours in advance for weekend work) so that the Inspector's time may be
scheduled. Permission to work longer than an 8-hour period between
7:00 a.m. and 6:00 p.m. is not required.
Permission to work between the hours of 10:00 p.m, and 7:00 a.m.
during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on
weekends or holidays may also be subject to noise control requirements.
Approval to continue work during these hours may be revoked at any
time the Contractor exceeds the City's noise control regulations or the
city receives complaints from the public or adjoining property owners
regarding noise from the Contractor's operations. The Contractor shall
have no claim for damages or delays should this permission be revoked
for these reasons. '
The Engineer may grant permission to work Saturdays, Sundays, holidays
or other than the agreed upon normal straight time working hours, but ,
may be subject to other conditions established by the City or Engineer.
These conditions may include, but are not limited to the following:
requiring the Engineer or those assistants that the Engineer deems ,
necessary to be present during the work; requiring the Contractor to
reimburse the City for the cost of engineering salaries paid City
employees who worked during these times; considering the work ,
performed on Saturdays and holidays as working days with regard to the
Contract Time. Assistants may include, but are not limited to, survey
crews; personnel from the City's material testing lab; inspectors; and ,
other City employees when, in the opinion of the Engineer, the
Contractor's work necessitates their presence.
Recognized holidays shall be as follows: '
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First day of January, third Monday of January, third Monday of February, '
last Monday of May, fourth day of July, first Monday of September, 11th
day of November, fourth Thursday in November and day immediately
following, 25th day of December, and any day so designated by the Chief
Executive of the State of Washington or by the City of Kent for their
employees, as a legal holiday. When any of these holidays occur on
Saturday or Sunday, the preceding Friday or the following Monday will be
a legal holiday for the City of Kent Employees.
81st Ave. S. Storm Drain Rev/Fielding 1 - 34 August 7, 2008 '
Project Number: 08-3009
1-08.4(A) Reimbursement for Overtime Work of City Employees
Where the Contractor elects to work on a Saturday, Sunday or other
holiday, or longer than an 8-hour shift on a regular working day, as
defined in the Special Provisions, such work shall be considered as
overtime work. On all such overtime work an inspector shall be present,
and a survey crew may be required at the discretion of the Engineer.
The Contractor shall notify the Engineer at least 48 hours in advance (72
hours in advance for weekend work) so that the Inspector's and/or
Surveyor's time may be scheduled. The Contractor shall reimburse the
City for the full amount of the straight time plus overtime costs for
employees of the City required to work overtime hours. The City may
deduct these costs from any amounts due or to become due 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's resources will be available to meet the accelerated schedule. No
additional compensation will be allowed if the Contractor is not able to
meet their accelerated schedule due to the unavailability of City's
resources or for other reasons beyond the City's control.
The original and all supplement 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 the information required in this
section, the City may withhold progress payments until a schedule
containing required information has been submitted by the Contractor
and approved by the Engineer.
The Engineer's acceptance of any schedule shall not transfer any of the
' Contractor's responsibilities to the City. The Contractor alone shall
remain responsible for adjusting forces, equipment, and work schedules
to ensure completion of the work within the times specified in the
contract.
SECTION 1-08.S IS REVISED BY DELETING PARAGRAPHS 2 THROUGH 6 AND
REPLACING WITH THE FOLLOWING:
1-08.5 Time for Completion
The time for completion of this contract has been determined considering
weather patterns in the Puget Sound area which could delay or hinder
placement of concrete sidewalk, driveways, asphalt paving and placement
of pavement markings, among other items. The Contractor should
anticipate probable delays in the construction sequence due to rainfall
81st Ave. S. Storm Drain Rev/Fielding 1 - 35 August 7, 2008
Project Number: 08-3009
and weather patterns in the area and allow time for such rainy periods of
weather in the construction schedule. Rainfall or rainstorms will not be '
considered as a delay to the Contractor in meeting the substantial
completion date unless a weather storm is so significant as to cause a
Federal, State, County, or City disaster proclamation directly affecting the
immediate project area.
The City expects to approve the award of the contract to the lowest
responsive, responsible bidder at or prior to the regularly scheduled City
Council meeting (see Section 1-03.3). Following the intent to award
notice, the Contractor shall have ten (10) calendar days to provide all ,
required insurance documents and other required submittals. After
receipt of all proper documentation, the contract will then be awarded by
the authorized City representative. Following the actual award, the City
will schedule a preconstruction conference with the Contractor which is
planned to occur no later than the estimated date for issuance of Notice
to Proceed (see Section 1-03.3). ,
The Contract will be considered substantially complete when all
lanes of the roadway are ready to be opened to traffic including
all storm pipe installation, ditch excavation, submersible pump
removal, 2" PVC conduit and check valve installation are
complete. ,
SECTION 1-08.8 IS REVISED BY DELETING ITEMS I THROUGH 6 IN THE
SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING:
1-08.8 Extensions of Time
The Contractor shall submit any requests for time extensions to the ,
q
Engineer in writing no later than 10 working days after the delay occurs.
The request shall be limited to the change in the critical path of the
Contractor's schedule attributable to the change or event giving rise to
the request. To be considered by the Engineer, the request shall be in
sufficient detail (as determined by the Engineer) to enable the Engineer
to ascertain the basis and amount of the time requested. The Contractor
shall be responsible for showing on the progress schedule that the ,
change or event: (1) had a specific impact on the critical path, and
except in cases of concurrent delay, was the sole cause of such impact,
and (2) could not have been avoided by resequencing of the work or
other reasonable alternatives.
The reasons for and times of extensions shall be determined by the '
Engineer, and such determination will be final as provided in Section 1-
05.1.
1-09 MEASUREMENT AND PAYMENT
SECTION 1-09.2(i) IS REVISED BY REPLACING "TRUCKS AND TICKETS" '
WITH THE FOLLOWING:
81st Ave. S. Storm Drain Rev/Fielding 1 - 36 August 7, 2008
Project Number: 08-3009
1-09.2(1) General Requirements for Weighing Equipment
Trucks and Tickets
Each truck to be weighed shall bear a unique identification number. This
number shall be legible and in plain view of the scale operator. Each
vehicle operator shall obtain a weigh or load ticket from the scale
operator. The Contractor shall provide tickets for self printing scales. All
tickets shall, at a minimum, contain the following information:
1. Ticket serial number (this is already imprinted on the tickets).
2. Identification number of truck/truck trailer.
3. Date and hour of weighing.
4. Type of material.
5. Weight of load. The weighman shall record the gross weight and net
weight, except where the scale has a tare beam and the net weight
can be read directly. In such case, only net weight need be
recorded on the ticket.
6. Weighman's identification.
7. Item number.
8. Contract number.
9. Unit of measure.
10. Legal gross weight in Remarks section.
11. Location of delivery.
The vehicle operator shall deliver the ticket in legible condition to the
P 9
material receiver at the material delivery point.
SECTION 1-09.9 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-09.9 Payments
1-09.9(1) Retained Percentage
There will be reserved and retained from monies earned by the
Contractor, as determined by the progress estimates approved and
accepted by the City, a sum equal to five percent of all amounts of such
estimates. Withholding, management, and release of such retained
monies shall be in accordance with the provisions of Chapter 60.28, RCW.
At the option of the Contractor, the retained funds shall be:
1. Retained in a fund by the City;
2. Deposited by the City in an interest bearing account in a bank,
mutual savings bank, or savings and loan association. Interest on
moneys reserved by the City under the provision of a public
improvement contract shall be paid to the Contractor;
3. Placed in escrow with a bank or trust company by the City. When
the moneys reserved are placed in escrow, the City shall issue a
check representing the sum of the moneys reserved payable to the
bank or trust company and the Contractor jointly. This check shall
81st Ave. S. Storm Drain Rev/Fielding 1 - 37 August 7, 2008
Project Number: 08-3009
be converted into bonds and securities chosen by the Contractor and
approved by the City and the bond and securities shall be held in
escrow. Interest on the bonds and securities shall be paid to the
Contractor as the interest accrues.
The Contractor shall notify the Engineer regarding the option chosen for
holding the retained funds as soon as possible after the Contract award,
but at any rate within twenty calendar days from the date of issuance of
the Notice to Proceed. If Contractor does not so notify the City, the
Contractor shall be deemed to have made a final decision to place the
monies retained in a fund by the City (Item (a) above).
The Contractor in choosing option (1) or (2) agrees to assume full
responsibility to pay all costs which may accrue from escrow services,
brokerage charges or both, and further agrees to assume all risks in
connection with the investment of the retained percentages in securities.
The City may also, at its option, accept a bond for all or a portion of the ,
Contractor's retainage.
Release of retained percentage will be made sixty (60) days following the
Completion date (pursuant to RCW 39.12.RCW 39.76, and RCW 60.28)
provided the following conditions are met:
1. On contracts totaling more than $20,000.00, a release has been ,
obtained from the Washington State Department of Revenue (RCW
60.28.051).
2. No claims, as provided by law, have been filed against the retained
percentage.
3. Affidavit of Wages Paid is on file with the City for the Contractor and ,
all Subcontractors regardless of tier (RCW 39.12.040).
4. Asbuilt plans have been submitted to owner if required under the
contract. ,
In the event claims are filed, the Contractor will be paid the retained
percentage less an amount sufficient to pay any claims, together with a
sum determined by the City sufficient to pay the cost of foreclosing on
claims and to cover attorney's fees.
an Retaina9 a will not be reduced for reason below the minimum limit
Y
provided and allowed by law.
Pursuant to Section 1-07.10, the Contractor is responsible for submitting
to the State L&I a "Request for Release" form in order for the City to ,
obtain a release from that department with respect to the payments of
industrial insurance medical aid premiums. The City will ensure the
Washington State Employment Security Department is notified of
contract completion in order to obtain releases from that department.
81st Ave. S. Storm Drain Rev/Fielding 1 - 38 August 7, 2008
Project Number: 08-3009
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.
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
taction 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
1 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 Standard Specifications and any special
provisions provided for in the contract for claims and resolution of
disputes. The provisions of these sections and the special provisions
must be complied with, in full, 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
81st Ave. S. Storm Drain Rev/Fielding 1 - 39 August 7, 2008
Project Number: 08-3009
Court of King County, located in Kent, Washington, unless the parties
agree in writing to an alternative dispute resolution process.
1-10 TEMPORARY TRAFFIC CONTROL
SECTION 1-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-10.1 General
The Contractor shall provide flaggers, signs, and other traffic control
devices not otherwise specified as being furnished by the City. The
Contractor shall erect and maintain all construction signs, warning signs,
detour signs, and other traffic control devices necessary to warn and
protect the public at all times from injury or damage as a result of the
Contractor's operations which may occur on highways, roads, streets,
sidewalks, or pedestrian or bicycle paths. No work shall be done on or
adjacent to any traveled way until all necessary signs and traffic
control devices are in place in accordance with Traffic Control
Plans (TCP's) approved by the City's Traffic Control Supervisor
(TCS).
The City's TCS is Rob Knutsen, telephone number (253) 856-
5530. ,
SECTION 1-10.2(1) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-10.2(i) General
It is the Contractor's responsibility to plan, conduct and safely perform ,
the work. The Contractor shall designate an individual or individuals to
perform the duties of Traffic Control Manager (TCM). The TCM must be
an employee of the Contractor. The duties of the TCM may not be '
subcontracted.
The Contractor shall also designate an individual or individuals to perform '
the duties of the Traffic Control Supervisor (TCS). The TCS shall be
responsible for safe implementation of approved Traffic Control Plans
(TCP's) provided by the TCM. ,
The TCM and TCS shall be certified as work site traffic control supervisors
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
9
27055 Ohio Avenue
Kingston, WA 98346
(360) 297-3035
81st Ave. S. Storm Drain Rev/Fielding 1 - 40 August 7, 2008
Project Number: 08-3009
A TCM and TCS are required on all projects that have traffic control. The
TCM may also perform the duties of the TCS. The Contractor shall
identify an alternate TCM and TCS who can assume the duties of the
assigned or primary TCM and TCS in the event of that person's inability to
perform. Such alternates shall meet the same requirements as the
primary TCM and TCS.
The Contractor shall maintain 24-hour telephone numbers at which the
TCM and TCS can be contacted and be available upon the Engineer's
request at other than normal working hours. The TCM and TCS shall
have the appropriate personnel equipment - including two-way radios for
communications with flaggers - and material available at all times, in
order to expeditiously correct any deficiency in the traffic control system.
SECTION 1-10.2(1)A IS DELETED AND REPLACED WITH THE FOLLOWING:
1-10.2(1)A Traffic Control Manager
The duties of the Traffic Control Manager (TCM) shall include:
1. Overseeing and approving the actions of the Traffic Control
Supervisor (TCS) to ensure that proper safety and traffic control
measures are implemented and consistent with the specific
requirements created by the Contractor's work zones and the
Contract.
2. Providing the Contractor's designated TCS with approved Traffic
Control Plans (TCP's) which are compatible with the work operations
and traffic control for which they will be implemented.
3. Discussing proposed traffic control measures and coordinating
implementation of the approved TCP's with the Engineer.
4. Coordinating all traffic control operations, including those of
! subcontractors, suppliers, and any adjacent construction or
maintenance operations.
5. Coordinating the project's activities (such as ramp closures, road
closures, and lane closures) with appropriate police, fire control
agencies, state, city or county engineering, medical emergency
agencies, school districts, and transit companies.
6. Overseeing all requirements of the contract which contribute to the
convenience, safety, and orderly movement of vehicular, pedestrian
and bicyclist traffic.
7. Having the latest adopted edition of the MUTCD including the
Modifications to the MUTCD for Streets and Highways for the State
of Washington, City of Kent Development Assistance Brochure #6-5,
Traffic Control Plans, and applicable standards and specifications
available at all times on the project.
8. Attending all project meetings where traffic management is
discussed.
9. Reviewing the TCS diaries daily and being aware of"field" traffic
control operations.
81st Ave. S. Storm Drain Rev/Fielding 1 - 41 August 7, 2008
Project Number: 08-3009
10. Assuring daily submissions of previous day's TCS diaries, indicating
date of TCM review, to City's TCS. ,
11. Being present on-site a sufficient amount of time to adequately
accomplish the above-listed duties.
SECTION 1-10.2(1)B IS DELETED AND REPLACED WITH THE FOLLOWING:
1-10.2(1)B Traffic Control Supervisor
A Traffic Control Supervisor (TCS) shall be on the project whenever traffic
control labor is required, and whenever required by the Engineer.
The TCS shall personally perform all the duties of the TCS. During non-
work periods, the TCS shall be available to the job site within a 45-
minute time period after notification by the Engineer.
The TCS's duties shall include:
1. Inspecting traffic control devices and night time lighting for proper
location, installation, message, cleanliness, and effect on the
traveling public. Traffic control devices shall be inspected each work
shift except that Class A signs and night time lighting need to be
checked only once a week. Traffic control devices left in place for 24
hours or more also need to be inspected once during the non-
working hours when they are initially set up (during daylight or
darkness, whichever is opposite of the working hours).
2. Preparing a daily traffic control diary on DOT Forms 421-040A and
421-040B, which shall be submitted to the Engineer no later than
the end of the next working day to become a part of the project ,
records. The Contractor may use their own form if it is approved by
the Engineer. Include in the diary such items as:
a. When signs and traffic control devices are installed and
removed,
b. Location and condition of signs and traffic control devices,
c. Minor revisions to the approved Traffic Control Plan (TCP),
d. Lighting utilized at night, and
e. Observations of traffic conditions.
3. Ensuring that corrections are made if traffic control devices are not
functioning as required. The TCS may make minor revisions to the
approved TCP to accommodate site conditions as long as the original
intent of the traffic control plan is maintained and the revision has
concurrence of the TCM and the City TCS.
4. Attending traffic control coordinating meetings or coordination
activities as authorized by the Engineer.
5. Ensuring that all needed traffic control devices are available and In
good working condition prior to the need to install those devices.
6. Having a current set of approved TCP's and applicable contract
provisions as provided by the TCM and the latest adopted edition of
the MUTCD including the Modifications to the MUTCD for Streets and
Highways for the State of Washington, City of Kent Development
81st Ave. S. Storm Drain Rev/Fielding 1 - 42 August 7, 2008
Project Number: 08-3009
Assistance Brochure #6-5, Traffic Control Plans, and applicable
standards and specifications.
■ The TCS may perform the work described by "Traffic Control Labor" as
long as the duties of the TCS are accomplished, and the TCS has
possession of a current flagging card.
An ANSI Type II retro-reflective vest and a hard hat shall be worn by the
TCS whenever they are on the project.
SECTION 1-10.2(2) IS DELETED AND REPLACED WITH THE FOLLOWING:
1-10.2(2) Traffic Control Plans (TCP's)
The Traffic Control Plan (TCP) or Traffic Control Plans (TCP's) appearing
in the contract plans show a method of handling traffic. All flaggers are
to be shown on the Traffic Control Plan (TCP) except for emergency
situations. If the Contractor's methods differ from the contract TCP's, the
Contractor shall propose modification of the TCP's by submitting
supplemental TCP's showing the necessary construction signs, flaggers,
and other traffic control devices required for the project to the City's
Traffic Control Supervisor (TCS) for review and approval. The
Contractor's supplemental TCP's shall be in accordance with the
established standards for plan development as shown in the MUTCD, Part
VI, including Washington State Modifications to the MUTCD, WSDOT
publication M 24-01, and the more stringent requirements of City of Kent
Development Assistance Brochure #6-5, Traffic Control Plans. The
Contractor's supplemental TCP's shall be submitted to the City's TCS for
review and approval at least ten calendar days in advance of the time the
signs and other traffic control devices will be required. The Contractor
shall be solely responsible for providing copies of the approved TCP's to
the Traffic Control Supervisor (TCS).
THE FIRST PARAGRAPH OF SECTION 1-10.2(3) IS DELETED AND REPLACED
WITH THE FOLLOWING:
1-10.2(3) Conformance to Established Standards
Traffic Control Plans )(TCP's , flagging, signs, and all other traffic control
devices furnished or provided by the Contractor shall conform to the
standards established in the latest approved edition of the Manual on
Uniform Traffic Control Devices (MUTCD) adopted by the Washington
State Department of Transportation (WSDOT), and published by the U.S.
Department of Transportation; and the Washington State Modifications to
the MUTCD, publication M 24-01 published by WSDOT, except as
modified by the more stringent requirements contained within the City of
Kent Development Assistance Brochure #6-5, Traffic Control Plans.
Copies of the MUTCD may be purchased from the Superintendent of
Documents, U.S. Government Printing Office, Washington, DC, 20402.
Washington State Modifications to the MUTCD, publication M 24-01, may
be obtained from the Department of Transportation, Olympia,
' 81st Ave. S. Storm Drain Rev/Fielding 1 - 43 August 7, 2008
Project Number: 08-3009
Washington 98504. City of Kent Development Assistance Brochure #6-5,
Traffic Control Plans, may be obtained from the City of Kent Public Works ,
Department. When these publications appear to be in conflict, the
decision of the City's Traffic Control Supervisor JCS) shall be final.
THE LAST TWO SENTENCES IN THE FOURTH PARAGRAPH OF SECTION 1-
10.2(3) ARE DELETED AND REPLACED WITH THE FOLLOWING:
When the Contractor obtains new traffic control devices or equipment
subject to the requirements of NCHRP 350 Category 2, the Contractor will
first provide to the City verification that such new traffic control devices
or equipment have been certified NCHRP 350 compliant.
THE LAST SENTENCE OF THE LAST PARAGRAPH IN SECTION 1-10.2(3) IS
DELETED AND REPLACED WITH THE FOLLOWING:
When a sign or traffic control device becomes classified less than
"acceptable" it shall be left in place until replaced with an acceptable sign
or traffic control device. The replacement must occur within 12 hours,
and only then will that traffic control device be removed from the project.
SECTION 1-10.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-10.3(i) Traffic Control Labor
Flaggers shall be equipped with portable two-way radios, with a range
suitable for the project. The radios will be capable of having direct
contact with the Traffic Control Manager, Traffic Control Supervisor, and
project management (foremen, superintendents, etc.).
The hours eligible for "Traffic Control Labor" will be those hours actually
used for the previously described work. Any work described under
Section 1-10.2(1)B performed by a Traffic Control Supervisor (TCS) will
be paid for as "Traffic Control Labor" per hour.
1-10.3 3 Traffic Control Devices
SECTION 1-10.3(3)A IS DELETED AND REPLACED WITH THE FOLLOWING: 1
1-10.3(3)A Construction Signs
All signs required b the Traffic Control Plans TCP's approved b the
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City's Traffic Control Supervisor, as well as any other appropriate signs
prescribed by the Engineer shall be furnished by the Contractor. The t
Contractor shall provide the posts or supports and erect and maintain the
signs in a clean, neat, and presentable condition until the necessity for
them has ceased. All non-applicable signs shall be removed or
completely covered with metal, plywood, or an Engineer approved
product specifically manufactured for sign covering during periods when
they are not needed. When the need for these signs has ceased, the
Contractor, upon approval of the Engineer, shall remove all signs, posts,
81st Ave. S. Storm Drain Rev/Fielding 1 - 44 August 7, 2008 '
Project Number: 08-3009
and supports from the project and they shall remain the property of the
Contractor.
All orange background construction signs shall utilize materials and be
fabricated in accordance with Section 9-28. All orange background
construction signs shall be fabricated with Type IV or Type VII fluorescent
orange sign sheeting.
All post mounted signs with Type IV or VII sheeting shall use a nylon
washer between the twist fasteners (screw heads, bolts, or nuts) and the
reflective sheeting.
Construction signs will be divided into two classes. Class A construction
signs are those signs that remain in service throughout the construction
or during a major phase of the work. They are mounted on posts,
existing fixed structures, or substantial supports of a semi-permanent
nature. Sign and support installation for Class A signs shall be in
accordance with the contract plans or the Standard Plans. Class B
construction signs are those signs that are placed and removed daily, or
are used for short durations which may extend for one or more days.
They are mounted on portable or temporary mountings. In the event of
disputes, the Engineer will determine if a construction sign is considered
as a Class A or B construction sign.
If it is necessary to add weight to signs for stability, only a bag of sand
that will rupture on impact shall be used. The bag of sand shall: (1) be
furnished by the Contractor, (2) have a maximum weight of 40 pounds,
and (3) be suspended no more than 1 foot from the ground.
Payment for setup and take down of Class B signs will be under the
contract price for "Traffic Control Labor" and will be limited to the work
described in Section 1-10.3(1), and for transportation described in
Section 1-10.3(2) when there is a contract price for "Traffic Control
Vehicle."
Signs, posts, or supports that are lost stolen, damaged, destroyed, or
9 � P PP � 9 Y
which the Engineer deems to be unacceptable while their use is required
on the project, shall be promptly replaced by the Contractor without
additional compensation.
SECTION 1-10.3(3)B IS DELETED AND REPLACED WITH THE FOLLOWING:
1-10.3(3)B Sequential Arrow Signs (SAS)
When an approved Traffic Control Plan TCP includes the Sequential
PP ( ) G
Arrow Signs (SAS) traffic control device, that SAS will meet the
requirements of the MUTCD and the following:
1. The SAS shall have the following three mode selections:
a. Flashing Arrow, Sequential Arrow, or Sequential Chevron mode;
and
81st Ave. S. Storm Drain Rev/Fielding 1 - 45 August 7, 2008
Project Number: 08-3009
r
b. A flashing Double Arrow mode; and
c. A flashing Caution mode. ,
2. The panel display for the SAS shall be 96 inches by 48 inches in size,
unless otherwise specified on the TCP approved by the City's Traffic
Control Supervisor.
3. Arrow panel elements shall be capable of at least a 50 percent
dimming from full brilliance. The dimmed mode shall be used for
night time operation of sequential arrow panels.
4. All sequential arrow panels shall be finished in non-reflective black.
5. The sequential arrow panel shall be mounted on a vehicle, a trailer,
or other suitable device.
6. The color of the light emitted shall be yellow.
7. The power source for the sign shall be capable of operating the
lamps at their optimum light level for the entire period of operation.
The power generating equipment for the SAS must not exceed the
maximum permissible environmental noise levels of the City of Kent
Noise Ordinance, Chapter 8-05 KCC, when measured at a distance of
20 feet.
8. A control panel, using solid state circuitry, shall be enclosed in a
ventilated, vandal-resistant box. A photometric control, with manual
override, shall automatically dim the lights during hours of darkness.
The location and use of the SAS will meet the following guidelines: ,
1. When SAS's are used to close multiple lanes, a separate SAS shall be
used for each lane closure. A single SAS shall not be used to shift
traffic laterally more than one lane.
2. When prevailing speeds through the work zone exceed 40 mph, the
SAS must be protected by crashworthy barriers, or shielded with ,
impact attenuators or crash cushions meeting the requirements of
NCHRP 350.
SECTION 1-10.3 3 C IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-10.3(3)C Portable Changeable Message Sign
The PCMS shall meet the requirements of the MUTCD and the following:
The PCMS shall employ one of the following technologies:
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1. Back-lighted split-flap ,
2. Fiber optic/shutter
3. Light emitting diode
4. Light emitting diode/shutter
5. Flip disk
Regardless of the technology, the PCMS shall meet the following general
requirements:
1. Light emitting and must not rely solely on reflected light. t
81st Ave. S. Storm Drain Rev/Fielding 1 - 46 August 7, 2008 ,
Project Number: 08-3009
2. Have a display consisting of individually controlled pixels no larger
than 2 1/2 inch by 2 1/2 inch. If the display is composed of
individual character modules, the space between modules must be
minimized so alphanumeric characters of any size specified below
can be displayed at any location within the matrix.
3. When activated, the pixels shall display a yellow or orange image.
When not activated, the pixels shall display a flat black image that
matches the background of the sign face.
4. Capable of displaying alphanumeric characters that are a minimum
of 18 inches in height. The width of alphanumeric characters shall
be appropriate for the font. The PCMS shall be capable of displaying
three lines of eight characters per line with a minimum of one pixel
separation between each line.
5. The PCMS message, using 18 inch characters, shall be legible by a
person with 20/20 corrected vision from a distance of not less than
800 feet centered around an axis perpendicular to the sign face.
6. The sign display shall be covered by a stable, impact resistant
polycarbonate face. The sign face shall be non-glare from all angles
and shall not degrade due to exposure to ultraviolet light.
7. Capable of simultaneously activating all pixels for the purpose of
pixel diagnostics. Any sign that employs flip disk or shutter
technology shall be programmable to activate the disks/shutters
once a day to clean the electrical components. This feature shall not
occur when the sign is displaying an active message.
8. The light source shall be energized only when the sign is displaying
an active message.
9. Equipped with a redundant light source such that the sign will
continue to emit light if one of the light sources fails.
The PCMS panels and related equipment shall be permanently mounted
on a trailer with all controls and power generating equipment. The power
generating equipment for the PCMS must not exceed the maximum
permissible environmental noise levels of the City of Kent Noise
Ordinance, Chapter 8-05 KCC, when measured at a distance of 20 feet.
The PCMS shall be operated by an easy to use controller that provides
the following functions:
1. Select any preprogrammed message by entering a code.
2. Sequence the display of at least five messages.
3. Blank the sign.
4. Program new message, which may include moving arrows and
chevrons.
5. Mirror the message currently being displayed or programmed.
Portable changeable message sign(s) shall be available, on site, for the
life of the project.
The Contractor shall operate the PCMS in accordance with the approved
traffic control plans or as directed by the Engineer. The PCMS shall not
be used in lieu of sequential arrow signs.
81st Ave. S. Storm Drain Rev/Fielding 1 - 47 August 7, 2008
Project Number: 08-3009
The location and use of the PCMS will meet the following guidelines:
1. Each PCMS must be located so that it provides the maximum
legibility distances from all of the approach lanes. ,
2. Each phase of the PCMS message will be limited to no more than
two displays.
3. Messages having more than two phases will not be permitted.
4. When abbreviations are used in a PCMS message, they will conform
to guidelines provided in Tables 34, 35 and 35 found in the Older
Driver Highway Design Handbook, FHWA, January 1998.
5. All PCMS messages must be approved in writing by the City's Traffic
Control Supervisor (TCS) when those messages are not clearly
stated on the approved TCP.
6. When prevailing speeds through the work zone exceed 40 mph, the
PCMS must be protected by crashworthy barriers, or shielded with
impact attenuators or crash cushions meeting the requirements of
NCHRP 350.
SECTION 1-10.3(3)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-10.3(3)D Barricades
The barricades shall be constructed in accordance with the details shown
in the MUTCD and the Standard Plans. The barricade width shall be 10-
feet unless another width is specified on the approved Traffic Control Plan
(TCP). If it is necessary to add mass to barricades for stability, only bags
of sand that will rupture on impact shall be used. The bags of sand shall:
1. Be furnished by the Contractor.
2. Have a maximum mass of 40 pounds.
3. Be placed no more than 1 foot above the ground.
As may be indicated in the TCP, the Contractor may be required to install
signs, warning lights, or both, on barricades.
SECTION 1-10.3(3)E IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-10.3 3 E Traffic Safety( ) Y Drums
Traffic safety drums shall be manufactured specifically for traffic control '
purposes, and shall be fabricated from low density polyethylene that
maintains its integrity upon impact. The drums shall be of the following
general specifications:
Overall Height: 36 inches minimum 1
Overall Width: 18 inch minimum in theit ion traffic If "d ect (s) of t a Ic flow. the
front to back dimension is less than 18 inches, only those drums
specifically approved by the Engineer will be permitted.
81st Ave. S. Storm Drain Rev/Fielding 1 - 48 August 7, 2008 '
Project Number: 08-3009
Shape: Rectangular, hexagonal, circular, or flat-sided semi-circular.
Color: The base color of the drum shall be fade resistant safety orange.
I Reflective Stripes: The exterior vertical surface shall have at least two
orange and two white circumferential stripes. Each stripe shall be 4 to 6
inches wide and shall be reflectorized. If there are non-reflectorized
spaces between the horizontal orange and white stripes they shall be no
more than 2 inches wide. Reflective stripes shall be 3-M flexible 3810,
Reflexite PC 1000, 3-M Diamond Grade, or Avery Dennison W-6100.
The traffic safety drums shall be designed to accommodate at least one
portable light unit. The method of attachment shall ensure that the light
does not separate from the drum upon impact, and shall meet the
requirements of NCHRP 350 as certified by the manufacturer of the
device. The Contractor shall obtain the manufacturer's certification
documentation for all such devices purchased and shall keep the
documentation available for inspection throughout the life of the project.
When recommended by the manufacturer, drums shall be treated to
ensure proper adhesion of the reflective sheeting.
If approved by the Engineer, used drums with new reflective sheeting
may be used, provided all drums used on the project are of essentially
the same configuration.
The drums shall be designed to resist overturning by means of a
weighted lower unit that will separate from the drum when impacted by a
1 vehicle. The lower unit shall be a maximum of 4 inches high and shall be
designed to completely enclose the ballast. The lower unit, with ballast,
shall have a minimum weight of 10 pounds and maximum weight of 50
pounds. The base shall be designed to resist movement or creeping from
wind gusts or other external forces. The drums shall be designed to
resist rolling if overturned.
Drums shall be regularly maintained to ensure that they are clean and
that the drum and reflective material are in good condition. If the
Engineer determines that a drum has been damaged beyond use, or
provides inadequate reflectivity, a new drum shall be furnished.
When no longer required, as determined by the Engineer, the drums shall
remain the property of the Contractor and shall be removed from the
project.
81st Ave. S. Storm Drain Rev/Fielding 1 - 49 August 7, 2008
Project Number: 08-3009
SECTION 1-10.3(3)F IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-10.3(3)F Barrier Drums
The Temporary Barriers shall be installed in accordance with the details
shown in the MUTCD, and approved Traffic Control Plan (TCP). The
barrier shall be NCHRP 350 compliant, and the Contractor shall provide
verification of this requirement.
SECTION 1-10.3(3)1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
1-10.3(3)3 Truck-Mounted Attenuator
The TMA shall be mounted on a vehicle with a minimum weight of 15,000
pounds and a maximum weight in accordance with the manufacturer's
recommendations. Ballast used to obtain the minimum weight
requirement, or any other object that is placed on the vehicle shall be
securely anchored such that it will be retained on the vehicle during an
impact. The Contractor shall provide certification that the unit complies
with NCHRP 230 or 350 requirements. TMA's shall be selected from the
approved TMA's listed on the Qualified Products List.
The Contractor shall have a spare TMA and operator (if necessary) L
available to replace a damaged or disabled TMA. Replacement shall be
accomplished as soon as the damaged TMA has been removed. The
Contractor shall immediately repair to the manufacturer's specifications,
all damage to a TMA not deemed extensive enough to warrant
replacement as determined by the Engineer.
The TMA shall have an adjustable height so that it can be laced at the
9 P
correct elevation during usage and to a safe height for transporting. If
needed, the Contractor shall install additional lights to provide fully visible
brake lights at all times.
The TMA unit shall have a chevron pattern on the rear of the unit. The
standard chevron pattern shall consist of 4-inch yellow stripes,
alternating non-reflective black and reflective yellow sheeting, slanted at
45 degrees in an inverted "V" with the "V" at the center of the unit.
The TMA shall be positioned to separate and protect construction zone
work activities from normal traffic flow.
During use, and during those times when the TMA is not parked outside
of the 12-foot safety zone, the attenuator shall be in the full down-and-
locked position. For stationary operations, the truck's parking brake shall
be set.
81st Ave. S. Storm Drain Rev/Fielding 1 - 50 August 7, 2008 '
Project Number: 08-3009
SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTION:
1-10.3(3)L Impact Attenuator
�i The Impact Attenuators shall be installed in accordance with the details
shown in the MUTCD, and approved Traffic Control Plan (TCP). The
impact attenuators shall be NCHRP 350 compliant, and the Contractor
shall provide verification of this requirement.
SECTION 1-10.4 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-10.4 Measurement
No unit of measure will apply to the position of Traffic Control Manager
(TCM) and it will be considered incidental to unit contract prices. When
the TCM performs the duties of Traffic Control Supervisor (TCS),
measurement and payment will be as specified for the TCS.
Traffic Control Supervisor (TCS) will be measured for each hour a person
is actually performing the duties described in Section 1-10.2(1)B as
authorized by the Engineer. Portions of an hour will be rounded up to a
whole hour. A minimum of 4 hours will be paid when the Engineer
authorizes the TCS to be on the job site during non-working shifts.
Traffic Control Labor will be measured by the hour for each hour a person
is actually performing the work described by Section 1-10.2(1) B, and
Section 1-10.3(1) of the specifications. Eligible hours for Traffic Control
Labor under this item shall be limited to the hours the worker is actually
performing the work as documented by the Contractor's TCM, City
Inspector's records, and upon the Contractor's Certified Payroll Records
submitted to the City Inspector. Portions of an hour will be rounded up
to a whole hour.
Traffic Control Vehicle will be by the day on the days when a vehicle or
vehicles are actually being used to perform the work described in Section
1-10.3(2). More than one vehicle may be used to perform this work,
however all vehicles used on any day will be measured as one unit for
that day. Vehicles required to be furnished by any other specifications
such as Sections 1-10.2(1) and 1-10.3(6) may be used for doing the
work required by Section 1-10.3(2), however those vehicles will not be
measured-for payment under this section.
Class A Construction Signs will be measured by the square foot of panel
area. A Class A Construction Sign may be used in more than one location
and will be measured for payment for each new installation. Class B
construction signs will not be measured for payment. Sign posts or
supports will not be measured for payment.
No specific unit of measurement will apply to the lump sum item of
Temporary Traffic Control Devices.
81st Ave. S. Storm Drain Rev/Fielding 1 - 51 August 7, 2008
Pro)ect Number: 08-3009
Contractor Piloted Traffic Control will be by the hour for any one pilot car
control area. Portions of an hour will be rounded up to a whole hour.
Portable Changeable Message Signs (PCMS) will be measured per day for
each day that the PCMS is in operation within the project limits. The
days of operation will be determined by the Engineer. Days of operation
in excess of those determined by the Engineer will be at the Contractor's
expense. Portions of a day will be rounded up to a whole day.
Sequential Arrow Signs (SAS) will be measured per day for each day that
the SAS is in operation within the project limits. The days of operation
will be determined by the Engineer. Operation of the Sequential Arrow
Signs over and above those days authorized by the Engineer shall be at
the Contractor's expense.
Where Traffic Safety Drums are specifically shown on a Traffic Control
Plan (TCP) approved by the City's Traffic Control Supervisor (TCS), traffic
safety drums will be measured per each, for the maximum number of
drums in place at any one time plus the number of drums replaced due to
damage by traffic.
Truck Mounted Attenuators (TMAs) will be measured per each, one time
only, for each truck with mounted truck mounted impact attenuator used
on the project. The final pay quantity shall be the maximum number of
TMAs in place at any one time.
Operation of Truck Mounted Attenuators will be measured by the hour
when manned and operated. Manned and operated shall be when the
TMA has an operator and is required to move, in operating position, with
the construction operation or when moving the TMA from one position to
another on the project.
Traffic Safety Drums will be measured per each.
The final a quantity for Traffic Safety Drums will be the maximum
pay Y Y
number of barricades in place at any one time, plus the number of drums
replaced due to damage by traffic. No measurement will be made for
warning lights.
Type III Barricades will be measured per each.
The final pay quantity for Type III barricades will be the maximum
number of barricades in place at any one time, plus the number of
barricades replaced due to damage by traffic. No measurement will be
made for warning lights.
81st Ave. S. Storm Drain Rev/Fielding 1 - 52 August 7, 2008
Project Number: 08-3009
When the approved Traffic Control Plan (TCP) requires that signs be
installed on the Type III barricade, the signs will be considered part of
the project traffic control and will be measured by the square foot as a
Class A construction sign, except that when the sign is relocated in
conjunction with the relocation of the Type III barricade, no additional
measurement will be made for the Class A construction sign.
Temporary Barriers will be measured by the foot of barrier actually
installed in conformance to the approved Traffic Control Plan (TCP). The
TCP will show the minimum distance of barrier to be installed, but the
amount of barrier will be rounded up to reflect the actual barrier distance
required to provide this minimum distance as determined by the
Engineer. When there is a conflict, the length of the barrier will be
determined the Engineer. Additional barrier provided in excess of that
amount determined necessary by the Engineer will be at the Contractor's
expense.
No specific measurement will be made for the Force Account item for
Impact Attenuators.
SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
1-10.5 Payment
Payment will be made in accordance with Section 1-04.1, for the following
bid items when they are included in the Proposal:
The unit contract price for "Traffic Control Labor" per hour shall be full
pay for all costs for the labor provided for performing those construction
operations described in Section 1-10.2(1)B, and Section 1-10.3(1) of the
Special Provisions, 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 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. 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(5).
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.
81st Ave. S. Storm Drain Rev/Fielding 1 - 53 August 7, 2008
Project Number: 08-3009
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 "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(8). 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 Standard Specifications and/or the Special Provisions, all
costs for the work described for those traffic control bid items shall be
included by the Contractor in the unit contract prices for the various other
bid items contained within the proposal. The Contractor shall estimate
these costs based on the Contractor's contemplated work procedures.
When traffic control bid items are included in the bid proposal, payment is
limited to the following work areas:
1. The entire construction area under contract and for a distance to
include the initial warning signs for the beginning of the project and
the END OF CONSTRUCTION sign. Any warning signs for side
streets on the approved TCP are also included. If the project consists
of two or more sections, the limits will apply to each section
individually.
2. A detour provided in the plans or approved by the City's Traffic
Control Supervisor for by-passing all or any portion of the
construction, irrespective of whether or not the termini of the detour
are within the limits of the Contract.
No payment will be made to the Contractor for traffic control items
required in connection with the movement of equipment or the hauling of
materials outside of the limits of 1 and 2 above, or for temporary road
closures subject to the provisions of Section 1-07.23(3) of the Special
Provisions.
The unit contract price for"Construction Signs, Class A" per square foot
of panel area shall be full pay for all costs for performing the work
described in Section 1-10.3(3) and Section 1-10.3(4). This payment will
include all labor, equipment, and vehicles necessary for the initial
acquisition, the initial installation of Class A signs, and ultimate return of
any City-furnished signs. Payment will not be made for Class A signs
delivered to, or removed from the project without the approval of the
City's Traffic Control Supervisor.
i
81st Ave. S. Storm Drain Rev/Fielding 1 - 54 August 7, 2008 '
Project Number: 08-3009
DIVISION 2 - EARTHWORK WORK
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. None
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 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 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.
1 81st Ave. S. Storm Drain Rev/Fielding 2 - 1 August 7, 2008
Project Number: 08-3009
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 j
the Engineer, or permitted by the 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 lineal foot for "Removing 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.
81st Ave. S. Storm Drain Rev/Fielding 2 - 2 August 7, 2008 '
Project Number: 08-3009
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
6 inches in accordance with the plans and specifications.
Should the Contractor encounter pavement to be removed which is
thicker than 6 inches, it shall be paid according to the following formula:
(Encountered thickness - 6 inches) x unit bid price =6 inches additional
compensation
For example, if the Contractor encounters pavement to be removed
P
which is 8 inches thick and its unit bid price was $2.00/LF then its
additional compensation for the extra thickness would be:
(8 - 6) x $2.00 _ $0.67/LF in addition to the unit bid price. No other
compensation hall b allowed.p s e a d.
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 square yard for "Remove Cement Concrete
Sidewalk" constitutes complete compensation for furnishing all labor,
materials, tools, supplies, and equipment necessary to saw cut and
remove, haul, and dispose of the cement concrete sidewalk as shown on
the plans and described in the specifications.
The unit contract price per lineal foot for "Remove Cement Concrete Curb
and Gutter" constitutes complete compensation for furnishing all labor,
materials, tools, supplies, and equipment necessary to saw cut and
remove, haul, and dispose of the cement concrete curb and gutter as
shown on the plans and described in the specifications.
The unit contract price per lump sum for "Remove Existing Submersible
Pump from Catch Basin" shall be complete compensation for all labor,
materials, tools, supplies and equipment necessary to remove the
existing submersible pump and cabinet from the existing catch basin and
disconnection from the existing 6" dia. D.I. pipe at the location shown on
the plans and as described in the specifications. The price also includes
disposal off-site and additional costs for overtime work when working on
weekends. The Contractor shall coordinate with Public Works Operations
and notify Tom Iverson at (253) 740-8450 a minimum of 48 hours prior
to scheduling electrical disconnect work.
81st Ave. S. Storm Drain Rev/Fielding 2 - 3 August 7, 2008
Project Number: 08-3009
2-03 ROADWAY EXCAVATION AND EMBANKMENT
SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-03.3(7)C Contractor-Provided Disposal Site
The City has not provided a waste site. The Contractor shall arrange for
disposal and provide any necessary disposal sites in accordance with
Section 2-03.3(7)C of the Standard Specifications.
The Contractor is responsible for determining which permits are required
for the selected disposal sites.
Within the City of Kent, 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:
Compaction
2-03.3 14 D action and Moisture Control Tests
( ) P
Maximum density will be determined by the Modified Proctor Method
ASTM D-1557.
All compaction tests if required will be performed by the City.
SECTION 2-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
2-03.5 Payment
The unit contract price per cubic yard for "Ditch Excavation, Including t
Haul" constitutes complete compensation for all labor, tools, supplies and
equipment necessary for and incidental to excavating the ditch in
accordance to the grades shown on the plans and described in the '
specifications. The cost for this item includes but is not limited to:
excavating, loading, hauling, placing, or otherwise disposing of the
material.
The unit contract price per lump sum for "Removal/Install 2" Diameter
Power Conduit" constitutes complete compensation for all labor,
materials, tools, supplies and equipment necessary or incidental to
excavate, remove and dispose of the existing 2" diameter PVC conduit,
wiring and associated appurtenances from the power pole to the pump
station electrical panel. This work shall include but not be limited to:
procurement and installation of 2" diameter PVC schedule 80 conduit and
associated appurtenances at a minimum depth of 3.0' as directed by the
Engineer, coordination with PSE for the power disconnect, installation of a
string line, trench backfill, compaction, obtaining permits, passing all
required tests and electrical inspection.
81st Ave. S. Storm Drain Rev/Fielding 2 - 4 August 7, 2008
Project Number: 08-3009
2-06 SUBGRADE PREPARATION
SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE
FOLLOWING:
2-06.3(1) Subgrade for Surfacing
6. The prepared subgrade shall be compacted in the top 0.50 foot to 95
percent of maximum dry density per ASTM D-1557 for a cut section.
If the underlying subgrade is too soft to permit compaction of the
upper 0.5 foot layer, the Contractor shall loosen (or excavate and
remove), and compact the subgrade until the top layer can meet
compaction requirements. Fill sections shall be prepared in
accordance with the Standard Specification Section 2-03.3(14)C,
Method B except ASTM D-1557 shall determine the maximum
density.
SECTION 2-06.S 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 of
Y
Kent 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 Contractor
shall be responsible for paying all water use costs at the current City rate.
Prior to issuance of the hydrant meter (and wrench if applicable) and
permit, the Contractor shall make a hydrant meter deposit to the City of
Kent 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 and all
water use fees have been paid to date.
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
1 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
81st Ave. S. Storm Drain Rev/Fielding 2 - 5 August 7, 2008
Project Number: 08-3009
required. The Contractors initial hydrant meter deposit shall be
transferred to the new meter issued.
The Contractor shall provide, at his expense, a gate valve for the purpose
of throttling the water flow. This valve shall be installed between the
hydrant meter and the Contractor's equipment or other use.
l
I
81st Ave. S. Storm Drain Rev/Fielding 2 - 6 August 7, 2008
Project Number: 08-3009
VI 4 - BASES
4-04 BALLAST AND CRUSHED SURFACING
4-04.3 Construction Requirements
SECTION 4-04.3 2) IS SUPPLEMENTED T( BY ADDING 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(S) 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.S 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 item(s) 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.
81st Ave. S. Storm Drain Rev/Fielding 4 - 1 August 7, 2008
Project Number: 08-3009
DIVISION 5 - SURFACE TREATMENTS AND PAVIEMENTS
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 utilityconstruction conforms to the line and grade requirements of
9 q
Section 7-08.3(2)B of the 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.
5-04 HOT MIX ASPHALT
SECTION 5-04.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-04.1 Description
Section 5-04 of the Standard Specifications is modified per the WSDOT
GSP "Hot Mix Asphalt" as included, except as modified herein.
SECTION 5-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-04.2 Materials
Recycled materials for the pavement sections shall not be allowed.
SECTION 5-04.3(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-04.3(7)A Mix Design
The City of Kent at its option may approve a current WSDOT approved
mix design, Class 1/2" in place of performing a mix design, provided,
however, that such mix design shall include a minimum asphalt content
of 5% by total mix weight and anti-stripping compound. Anti-stripping
compound shall be added to the asphalt material in accordance with
Section 9-02.4. If the City is not satisfied with the mix submitted, a full
mix design will be performed. The City is not required to justify to the
Contractor its decision to perform a mix design. The City reserves the
right to adjust the asphalt cement content based on mix design or
approval of alternate mix designs submitted by the Contractor.
SECTION 5-04.3(8)A IS DELETED AND REPLACED WITH THE FOLLOWING:
5-04.3(8)A Acceptance Sampling and Testing
Acceptance Sampling and Testing shall be as follows:
1. Asphalt Cement and Gradation: Extraction tests shall be taken
every 500t tons as determined by the Engineer or each day
whichever is less.
2. The Engineer is not precluded from taking more tests above if
deemed necessary.
81st Ave. S. Storm Drain Rev/Fielding 5 - 1 August 7, 2008
Project Number: 08-3009
3. The Contractor is responsible to meet the required compacting
asphalt cement content and gradation requirements. Averaging of
test results will not be considered. Any deviation from the
specification will be considered on a case-by-case basis by the
Engineer and may require a credit to the City based on Section 5-
04.5(1)A of the Standard Specifications. The Engineer, however, is
not obligated to accept out of specification work and has the
authority to require the removal of material that does not meet the
contract specifications.
SECTION 5-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-04.3(9) Spreading and Finishing
Asphalt concrete Class 1/2" shall be compacted in lifts not to exceed 3
inches except that the final lift shall not exceed 2 inches unless approved
by the Engineer. The minimum compacted depth of Class 1/2" asphalt
concrete shall be 1 1/2 inch.
Reference Section 8-20.3(14)C of the Kent Special Provisions for the
placement of traffic signal detection loops.
SECTION 5-04.3(10) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
5-04.3(10) Compaction
Density shall be at least 92 percent of maximum theoretical density (rice
density).
Compaction tests shall be performed by an approved geotechnical or
testing firm under the direction of a professional civil engineer registered
in the State of Washington.
SECTION 5-04.3 10 B IS DELETED AND REPLACED WITH THE FOLLOWING:
5-04.3(10)B Control !'
For Asphalt Concrete Class 1/2", 1", 3/4" and 3/8", where paving is in the
traffic lanes, including lanes for ramps, truck climbing, weaving, speed
changes, and left turn channelization, and the specified compacted
course thickness is greater than 0.10 foot, the acceptable level of
compaction shall be a minimum 92 percent of the maximum density as
determined by WSDOT Test Method 705. The level of compaction
attained will be determined as the average of not less than 5 nuclear
density gauge tests taken on the day the mix is placed (after completion
of the finish rolling) at randomly selected locations. The quantity
represented by each lot will be no greater than a single day's production
or approximately 400 tons, whichever is less.
Control lots not meeting the minimum density standard shall be removed
and replaced with satisfactory material. At the option of the Engineer,
non-complying material may be accepted at a reduced price.
81st Ave. S. Storm Drain Rev/Fielding 5 - 2 August 7, 2008
Project Number: 08-3009
Cores used to check density will be approved only when designated by
the Engineer.
At the start of paving, if requested by the Contractor, a compaction test
section shall be constructed as directed by the Engineer to determine the
compactibility of the mix design. Compactibility shall be based on the
ability of the mix to attain the specified minimum density (92 percent of
the maximum density determined by WSDOT Test Method 705).
Asphalt concrete Class 3/8" and preleveling mix shall be compacted to 92
percent of the maximum density.
In addition to the randomly selected locations for tests of the control lot,
the Engineer reserves the right to test any area which appears defective
and to require the further compaction of areas that fall below acceptable
density reading. These additional tests shall not impact the compaction
evaluation of the entire control lot.
SECTION 5-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
5-04.3(22) Temporary Pavement
Temporary pavement including trench patches shall be installed where
P rY P 9
specified by the Engineer.
SECTION 5-04.5 IS DELETED AND REPLACED WITH THE FOLLOWING:
5-04.5 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 ton for "HMA Class 1/2", PG 64-22" shall be
full pay for all costs of material, labor, tools and equipment necessary for
furnishing, installing and finishing the asphalt for driveways, permanent
utility patches, sidewalk ramps, and other areas at the locations shown
on the plans, as specified herein and as directed by the Engineer. The
cost for anti-stripping additive and asphalt for tack coat shall be included
in this bid item.
Payment shall be made upon actual square yards planed, regardless of
the full planing capacity of the equipment used.
The unit contract price per ton for "Cold Plant Mix for Temporary
Pavement Patch" shall be full pay for all costs of material, labor, tools and
equipment necessary for furnishing, installing, removing and disposing of
Cold Plant Mix as required to provide temporary roadway patching of
pavement at the locations as specified herein and as directed by the
Engineer.
81st Ave. S. Storm Drain Rev/Fielding 5 - 3 August 7, 2008
Project Number: 08-3009
SECTION 5-04.5 IS REVISED BY DELETING THE LAST THREE (3) ITEMS.
SECTIONS 5-04.5(1), 5-04.5(1)A AND 5-04.5(1)B ARE DELETED IN THEIR
ENTIRETY.
5-04.5(1) Quality Assurance Price Adjustments
5-04.5(1)A Price Adjustments for Quality of HMA Mixture
5-04.5(1)B Price Adjustments for Quality of HMA Compaction
!
t
1
81st Ave. S. Storm Drain Rev/Fielding 5 - 4 August 7, 2008
Project Number: 08-3009
DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS,
SANITARY SEWERS, WATER MAINS AND CONDUITS
7-00 GENERAL REQUIREMENTS
7-00.1 Requirements for All Utilities
The following requirements apply to all underground utility or conduit
installations.
7-00.1(3) Construction Requirements for All Utilities
7-00.1(3)A Dewatering
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 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, they shall 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 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.
81st Ave. S. Storm Drain Rev/Fielding 7 - 1 August 7, 2008
Project Number: 08-3009
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 (pipe, 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.
S. The Contractor may discharge to the existing sanitary
sewer system with METRO approval. Call (206) 263-3008
(Jim Sifford) for information on how to obtain an industrial
waste discharge permit.
6. Should no feasible alternative exist and upon approval of the City,
the Contractor may apply to the Department of Ecology for a
"Temporary Modification of Water Quality Standards". This order,
if approved, will allow an unavoidable violation of state water
quality criteria, particularly the turbidity criterion, on a short-term
basis.
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.
7-00.1(3)B Pipe Clearances
At locations of pipe crossing between new or existing pipes the minimum
PP 9 9 PP
vertical clearance should be one-half foot. 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.
81st Ave. S. Storm Drain Rev/Fielding 7 - 2 August 7, 2008
Project Number: 08-3009
7-00.1(3)C Adjustment, Resetting and Relocation of Utilities
Adjustment or resetting of existing improvements to finished grades or
new improvements including but not limited to catch basins, manholes,
utility valves, water meter boxes and/or assemblies, blowoffs, grates,
cleanouts, monument cases and covers in accordance to the plans and
Specifications of the Contract or as directed by the Engineer shall be
accomplished by the Contractor. The final adjustments shall be done
after the final lift of asphalt is placed when located within an asphalt area.
Necessary relocation of City utilities shall be done by the Contractor.
All construction in performing adjustment, resetting or relocation of
existing utilities shall conform to the Standard Specifications, Standard
Plans and City of Kent Standard Details for new construction. Also see
Section 7-05.3 of the Kent Special Provisions.
Locating all existing utilities to be adjusted following the paving shall be
the responsibility of the Contractor. The Contractor shall mark or
reference all affected utilities 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.
7-00.1(3)D Street Restoration
Street restoration shall be in accordance with the following unless
specified otherwise on the plans or in the special provisions.
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 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.
Where cuts have been made in either asphalt concrete pavement, or in
oil mats, the Contractor shall reconstruct the trench with a 3 inch thick
asphalt concrete patch placed on a 2 inch thickness of crushed surfacing
top course over a 4 inch thickness of crushed surfacing base course or as
directed by the Engineer in the field. However, where cuts have been
made in an asphalt concrete pavement section to be overiayed, the
Contractor shall reconstruct the trench with a 2 inch thick asphalt
concrete patch with a 2 inch asphalt overlay for a total of 4 inches of
asphalt concrete pavement over 2 inches of crushed surfacing top course
over 4 inches crushed surfacing base course.
81st Ave. S. Storm Drain Rev/Fielding 7 - 3 August 7, 2008
Project Number: 08-3009
In all cases, the asphalt, crushed surfacing, and gravel base 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"
greater than the existing section.
All gravel shoulders shall be restored to their original condition and
shape. The Contractor shall spread a 2 inch thick layer of crushed
surfacing on the shoulder. The shoulder shall be finished with a grader
after backfilling and compacting and before spreading the crushed
surfacing.
7-00.1(3)E Trench Excavation and Backfill
Trench excavation shall include the required pavement removal for
construction of the trench. See Section 2-02.3(3) of the Kent Special i
Provisions.
Trench backfill in paved (street, sidewalk) areas or other areas where
minor settlement would be detrimental as determined by the Engineer,
shall be placed in successive layers not exceeding eighteen (18) inches in
loose thickness, except that the layers of the top two (2) feet shall not ,
exceed eight (8) inches in loose thickness. Each layer shall be
compacted to at least 95% of maximum density in paved areas and 90%
in unpaved areas measured in accordance with ASTM D 1557 (Modified
Proctor) by use of such compaction equipment as called for in Section 2-
03.3(14)C of the Special Provisions.
The trench shall be backfilled with Gravel Backfill for Pipe Zone Bedding
9
as specified in the proposal. See Section 9-03.12 of the Special
Provisions. All materials shall be from a pit approved by the Engineer.
The maximum particle size shall not exceed 6" or 2/3 the depth of the
layer being placed, whichever is less.
Pipe trench backfill for lateral runs crossing existing or proposed
improved City streets, shall be 1-1/4 inch minus crushed rock.
Trench excavationshall in
clude the required pavement removal for
construction of the trench. See Section 2-02.3(3) of the Kent Special
Provisions.
7-00.2 Requirements for Drainage Storm Sewers, and Sanitary Sewers
Also see Sections 7-00.1, 7-02, 7-04 and 7-05.
7-00.2(2) Materials
All pipes shall be of the type and material specified in the bid proposal,
shown on the plans and specified herein.
81st Ave. S. Storm Drain Rev/Fielding 7 - 4 August 7, 2008
Project Number: 08-3009
All materials used for construction of sanitary sewer storm drainage
systems and appurtenance 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 are requested.
The materials referred to herein, shall conform to the applicable
provisions of the Standard Specifications and the manufacturer's
recommended installation procedures. See the following Section for
specific materials;
Culverts ........................................7-02
Storm Sewers................................7-04
Manholes, Inlets and Catch Basins....7-05
7-00.2(3) Construction Requirements
7-00.2(3)A Pipe Bedding
A continuous and uniform bedding shall be provided in the trench for all
buried pipe. Pipe bedding classifications and materials shall also be in
accordance with Standard plan B-11 and Sections 7-02.3(1), 7-04.3(1)B
and 7-17.3(1)B of the Standard Specifications unless specified otherwise
and shall be subject to change by the Engineer depending on the field
conditions. 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.
PIPE TYPE BEDDING TYPE MATERIAL
CMP Class B Gravel Backfill for Pipe Bedding
RIGID Class C Section 9-03.15 of Standard
Specifications
Bedding material shall be tamped in layers around the pipe to adequately
support and protect the pipe. The Contractor shall use compaction
equipment as called for in Section 2-03.3(14)C of the Kent Special
Provisions 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% of the maximum density measured
in accordance with ASTM 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.
81st Ave. S. Storm Drain Rev/Fielding 7 - 5 August 7, 2008
Project Number; 08-3009
7-00.2(3)C Miscellaneous Pipe 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 Standard
Specifications and in a workmanlike manner satisfactory to the Engineer.
7-00.2(3)D Pipe Fittings and Joints, Transition Couplings
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).
7-00.2(3)E Nonacceptable Repairs
External or internal grouting or repair by use of collars of the new
sanitary or storm sewer line will not be an acceptable means of repair,
should repair be necessary.
7-00.2(3)F Pipe Laying, Jointing and Testing L
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.
The storm sewer and sanitary sewer main lines will be T.V. camera
inspected. It will be the Contractor's responsibility to string each line in
conjunction with said T.V. inspection. Said string shall be nylon and of
sufficient strength to pull the cable camera utilized by the City in its
inspection operation through the sewer lines.
The Contractor shall also be responsible to insure that the sewer mains
are in fact ready for T.V. camera inspection. The City will provide the
initial camera inspection at no cost to the Contractor. Should, however
the sewer main need reinspection as determined by the Engineer, for any
reason attributed to the Contractor's responsibility, the Contractor shall
pay all costs for said reinspection. Also, should delays be encountered
during the initial inspection which are attributed to the Contractor's
responsibility as determined by the Engineer, the Contractor shall
reimburse the City at the prevailing wage and equipment rate for the
time loss associated with said delay. Also, charges for the above said ,
reinspection and/or time delays shall be paid by the Contractor prior to
release of the project retainage. Also see Section 7-04 and 7-17 herein.
All new Citystorm drain extensions 24-inch diameter and smaller shall
,
be TV camera inspected by the Utility Department prior to acceptance.
All construction 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.
Casting and the top rings must be removed for paving, and grouted in i
place after paving.
81st Ave. S. Storm Drain Rev/Fielding 7 - 6 August 7, 2008
Pro)ect Number: 08-3009
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........................... 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
ISECTION:
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 of Kent 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.
81st Ave. S. Storm Drain Rev/Fielding 7 - 7 August 7, 2008
Project Number: 08-3009
SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-04.5 Payment
The unit contract price per lineal foot for "Ductile Iron Storm Sewer Pipe,
8" and 18" Diameter, CL 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 as described in the
specifications. The bid item price includes but is not limited to: trench
excavation, concrete blocking, 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.
The unit contract price per lump sum for "Install 18" Diameter Check
Valve in 96" Dia. Catch Basin" shall be complete compensation for all
labor, materials, tools, supplies and equipment necessary to furnish and
install the Tideflex Series 37G check valve or an approved equal in the
18" diameter storm pipe inside the 96" catch basin at the location shown
on the plans per manufacturer's requirements as described in the
specifications. The price shall also include additional costs for overtime ,
work when working on weekends, cleaning the 18" diameter storm pipe,
temporary plugs and bypass pumping of storm water as required. See
Check Valve detail in Appendix 3.
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 Standard Specifications, the Kent Special Provisions and
the manufacturer's recommended installation procedures. See the
following Sections of the Standard Specifications and the Kent Special
Provisions:
i
81st Ave. S. Storm Dram Rev/Fielding 7 - 8 August 7, 2008 ,
Project Number: 08-3009
Hot Mix Asphalt.................................. 5-04.2
Storm Sewers.................................... 7-04.2
Crushed Surfacing . . 9-03.9(3)
Gravel Backfill for Pipe Zone Bedding .... 9-03.12(3)
Gravel Borrow.................................... 9-03.14(1)
Gravel Backfill for Foundation............... 9-03.17
Bank Run Gravel for Trench Backfill ...... 9-03.19
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 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.
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.
81st Ave. S. Storm Drain Rev/Fielding 7 - 9 August 7, 2008
Project Number: 08-3009
t
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
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 shall be placed in accordance with Standard Plan B-155.20.00.
Bedding material shall be in accordance with Section 9-03.12(3) of the
Kent Special Provisions.
Bedding material shall be tamped in layers under, around and above the
pipe to adequately support and protect the pipe. The Contractor shall
use compaction equipment approved by the Engineer to obtain adequate j
compaction of the bedding material. Unless otherwise approved by the
Engineer, adequate compaction shall be construed to mean to at least 95
percent of the maximum density measured in accordance with ASTM D-
1557.
The pipe shall be protected from damage when compacting. At least two
feet of cover is required over the pipe prior to using heavy compaction
equipment.
SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.3(2)B Pipe Laying - General
At locations of pipe crossing between new or existing pipes the minimum
vertical clearance shall be one and one-half foot unless otherwise
approved by the Engineer. If this clearance cannot be obtained, the
Contractor shall install a 2-inch thick 1-2 PSF Styrofoam cushion between
the pipes. The cushion shall be installed longitudinally with the lower
81st Ave. S. Storm Drain Rev/Fielding 7 - 10 August 7, 2008
Project Number: 08-3009
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,
1 connections shall be made to the existing storm drain/sewer systems by
the Contractor in accordance with applicable portions of the Standard
Specifications and Kent Special Provisions in a workmanlike manner
satisfactory to the Engineer.
SECTION 7-08.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
7-08.3(3) Backfilling
Pipe trench backfill shall be bank run gravel for trench backfill or gravel
borrow if, in the opinion of the Engineer, existing trench excavation soils
are unsuitable. Bank run gravel and gravel borrow shall be from a pit
approved by the Engineer and shall be as specified in Section 9-03.19 of
the Standard Specifications for bank run gravel and Section 9-03.14(1) of
the Kent Special Provisions for gravel borrow. Each layer shall be
compacted to 95 percent in paved areas and 90 percent in unpaved areas
in accordance with ASTM D-1557 in lifts not to exceed eighteen (18)
inches. The maximum particle size shall not exceed six (6) inches or 2/3
the depth of the layer being placed whichever is less.
81st Ave. S. Storm Drain Rev/Fielding 7 - 11 August 7, 2008
Project Number: 08-3009
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
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 with a
3 inch thick asphalt concrete patch placed on a 2 inch thickness of
crushed surfacing top course over a 4 inch thickness of crushed
surfacing base course or as directed by the Engineer in the field.
However, where cuts have been made in an asphalt concrete
pavement section to be overlayed, the Contractor shall reconstruct ,
the trench with a 2 inch thick asphalt concrete patch with a 2 inch
asphalt overlay for a total of 4 inches of asphalt concrete pavement
over 2 inches of crushed surfacing top course over 4-inches crushed
surfacing base course.
In all cases, the asphalt and crushed surfacing thickness for the
patch shall meet or exceed the existing pavement section. Upon
approval of the Engineer, Controlled Density Fill may be used to
back fill the narrow trenches where it is difficult to compact crushed
surfacing. In these cases the asphalt concrete layer shall increase to
a minimum of 2 inch greater than the existing section.
Where cuts have been made in cement concrete pavement, the
Contractor shall reconstruct the trench area with a 6 inch thick
cement concrete patch placed on a 6 inch thickness of crushed
surfacing top course. In all cases, the cement concrete and crushed
surfacing thickness for the patch shall meet or exceed the existing
pavement section.
Where there is an existing asphalt overlay over cement concrete
pavement, the cement concrete shall be patched to original grade as
above and then overlaid with an asphalt concrete patch to existing
grade.
81st Ave. S. Storm Drain Rev/Fielding 7 - 12 August 7, 2008
Project Number: 08-3009
All gravel shoulders shall be restored to their original condition and
shape. The Contractor shall spread a 2 inch thick layer of crushed
surfacing on the shoulder. The shoulder shall be finished with a grader
after backfilling and compacting and before spreading the crushed
surfacing.
Permanent surface treatments and pavements shall not be placed until an
as-built survey and testing of the new underground utilities have been
completed. Verification that utility construction conforms to the line and
grade requirements of Section 7-08.3(2)B of the 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 ZS 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.
SECTION 7-08.5 ZS 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. Reference Standard Plan B-55.22-00.
The unit contract price per ton for "Foundation Material, Class A and B"
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
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.
81st Ave. S. Storm Drain Rev/Fielding 7 - 13 August 7, 2008
Project Number: 08-3009
DIVISION - MISCELLANEOUS CONSTRUCT
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 special provisions, proposed by the contractor, or ordered by the
Engineer as work proceeds. This work is intended to prevent, control and
stop water pollution or erosion within the project, thereby protecting the
work, nearby wetlands, streams, retention/detention ponds, the storm
drainage conveyance system and other bodies of water.
Exposed and unworked soil shall be stabilized by suitable and timely
application of Best Management Practices (BMPs). Best Management
Practices are those practices that provide the most effective, practicable
means of preventing or reducing pollution generated by non-point
sources. Best Management Practices fall into a number of categories.
Frequently they are split between erosion control BMPs, including
grasses, mulches or other materials used to stabilize soil surfaces, and
sedimentation control BMPs including check dams, sediment ponds
(basins), straw bale barriers and other structural techniques. Most sites
require the use of several types of BMPs to adequately control erosion
and sedimentation, so erosion control BMPs and sedimentation control
BMPs are often used together to address a single problem.
All planting and hydroseeding shall be performed by a licensed
Landscaping Contractor registered in the State of Washington who must
be experienced in work of similar nature and have adequate equipment
and personnel for the indicated work. The Landscaping Contractor must
acquaint itself with all other work related to site improvements, and any
other work which might affect preparation for planting or hydroseeding.
SECTION 8-01.2 IS DELETED AND REPLACED WITH THE FOLLOWING:
8-01.2 Materials
Materials shall meet the requirements of the following sections of the
Kent Special Provisions and the Standard Specifications:
Seed.....................................8-01.3(2)B
Fertilizer................................8-01.3(2)B
Mulch and Amendments ..........8-01.3(2)D
Tackifier................................8-01.3(2)E
Straw Bale Barrier ..................8-01.3(9)C
Quarry Spalls. .9-13
81st Ave. S. Storm Drain Rev/Fielding 8 - 1 August 7, 2008
Project Number: 08-3009
8-01.3 Construction Requirements
SECTION 8-01.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING:
8-01.3(1) General
Controlling pollution, erosion, runoff, and related damage may require the
Contractor to perform temporary work items including but not limited to:
1. Providing ditches, berms, culverts, and other measures to control
surface water;
2. Building dams, settling basins, energy dissipators, and other
measures, to control downstream flows so as to protect properties
and waterways from the construction work areas;
3. Controlling underground water found during construction;
4. Covering or otherwise protecting slopes until permanent erosion-
control measures are working;
S. Designing, constructing and stabilizing temporary onsite conveyance
channels to prevent erosion from the expected velocity of flow from
a 2-year, 24-hour frequency rainfall event for the developed
condition. Stabilization shall be provided to be adequate to prevent
erosion of outlets and adjacent areas;
6. Protecting stormwater drain inlets made operable during
construction so that stormwater runoff will not enter the conveyance
system without first being filtered or otherwise treated to remove
sediment;
7. Wherever construction vehicle access routes intersect paved roads,
making provisions to minimize the transport of sediment (dust or
mud) onto the paved road through the use of a stabilized
construction entrance, tire wash or other BMP approved by the ,
Engineer. If sediment is transported onto a road surface, the road
shall be cleaned thoroughly at the end of each day (or more
frequently, if necessary, to meet the requirements of the Standard
Specifications) and the recovered sediment shall be deposited at a
designated location approved by the Engineer; or
8. Discharging excavation dewatering devices into a sediment trap,
pond, storage tank or other BMP approved by the Engineer.
Should the Contractor fail to install the required 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.
Prior to or in conjunction with all clearing or grading, the Contractor shall
implement temporary erosion and sediment control (TESC) measures as
necessary to prevent erosion and to stop sediment-laden water from
leaving the site and entering the storm drain system, creeks, wetlands or
any other sensitive areas. The Contractor is responsible for constructing,
maintaining and removing erosion control measures throughout the
duration and phases of construction of the project in addition to the
measures shown in the plans, as needed, and as directed by the
Engineer. The Contractor shall furnish, install, maintain and remove and
dispose of water pollution and erosion and sediment control Best
81st Ave. S. Storm Drain Rev/Fielding 8 - 2 August 7, 2008 '
Project Number: 08-3009
Management Practices (BMPs) to prevent sediments and other debris
from entering into the storm drainage system and adjacent sensitive
areas, including creeks and wetlands. 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 City of Kent Survey crew shall flag the boundaries of the clearing
limits in the field as shown on the plans, prior to construction. The
Contractor shall provide the Engineer a minimum of two working days
notice prior to clearing adjacent to any wetland, creek or other 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 shown on the construction plans must be constructed
p
and functional prior to any clearing and grading activities, and in such a
manner as to insure that sediment laden water does not enter the
drainage system or violate applicable water quality standards. The
facilities shall be in accordance with and conform to the Appendix D to
the King County Surface Water Design Manual, Erosion and Sediment
Control Standards, except as modified by the Kent Construction
Standards or these Special Provisions. The Contractor shall construct all
necessary elements and provide other necessary materials, labor, and
equipment. When the Engineer determines the temporary control
devices are no longer needed, the Contractor shall remove them and
finish the construction area they occupied as the Engineer directs.
The TESC facilities shown on the construction plans are the minimum
requirements for anticipated site conditions. As construction progresses
and unexpected seasonal conditions dictate and as the City requires, the
Contractor should anticipate more TESCP measures. These additional
measures may include additional sumps, relocation of ditches and silt
fences, etc. These measures will be necessary to protect adjacent
properties and to meet water quality standards. These measures shall be
paid for under the unit contract bid price.
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 Contractor shall provide additional
facilities, as directed by the Engineer over and above the minimum
requirements outlined on the approved plans. All costs for materials and
labor shall be paid for under the unit contract bid price. The Contractor
shall also restore all damaged areas and clean up eroded material
including that in ditches, catch basins, manholes, and culverts.
81st Ave. S. Storm Drain Rev/Fielding 8 - 3 August 7, 2008
Project Number: 08-3009
The Contractor shall have adequate materials on the site to respond to
weather changes and shall modify the system to accommodate seasonal
changes. If the Engineer or any governmental agency determines that
the Contractor's drainage and erosion control measures are inadequate to
meet the intent of applicable regulatory programs or the Contract
Documents with regard to the control of surface water runoff, erosion or
the prevention of environmental degradation as a result of surface water
runoff or erosion, then the Contractor shall field design and implement
additional surface water runoff or erosion control measures that address
the deficiencies observed by the Engineer or the governmental agency.
These measures shall be installed and approved by the Engineer. Prior to
initiating earthwork or other soil disturbing activities at the site, the
Contractor shall obtain the Engineer's approval of the installed erosion
and sediment control measures. The Contractor shall field design and
implement surface water runoff control measures appropriate to activities
associated with temporary earthwork and other construction
requirements. Measures that are not defined on the contract plans but
are required to meet the requirements of applicable regulatory programs
shall be installed after review and approval by the Engineer.
The Contractor shall protect the construction area from damage caused '
by surface water, including damage due to ponding, erosion, and
movement of contaminants due to lack of adequate surface water control
measures. Damaged work shall be repaired or replaced by the
Contractor in accordance with the Standard Specifications and Special
Provisions or as directed by the Engineer at no additional cost to the City.
The Contractor shall protect adjacent properties, drainage ways, and
watercourses from physical or environmental damage caused by surface
water runoff, erosion, soil instability, migration of contaminants, clearing,
grading, excavation, filling, or similar activities associated with the ,
construction activities.
Water shall be frequently applied in traffic areas, as required, to achieve '
dust control at the site in accordance with these Special Provisions.
Paved streets shall be swept periodically to remove soil from the
pavement and minimize dust generation. Additional measures may be '
required to insure that all paved areas are kept clean daily for the
duration of the project.
Clearing, grubbing, excavation, borrow, or fill within the right of way shall
never expose more than 5 acres of erodible earth between October 1 and t
April 30 and never more than 17 acres of erodible earth between May 1
and September 30. The Engineer may increase or decrease the limits in
light of project conditions.
Erodible soils not being worked, whether at final grade or not, as well as
temporary soil and debris stockpiles, shall be covered within the following
limitations, using an approved soil covering practice, unless authorized
otherwise by the Engineer. Erodible soils is defined as any surface where
soils, grindings, or other materials are capable of being displaced and '
transported by rain, wind or surface water runoff.
81st Ave. S. Storm Drain Rev/Fielding 8 - 4 August 7, 2008 '
Project Number: 08-3009
i
October 1 through April 30 2 days maximum
May 1 through September 30 7 days maximum
Grass seeding with fast germinating grasses alone will be acceptable only
if left undisturbed for more than a minimum of six (6) weeks during the
' months of April through October inclusive, as approved by the Engineer.
Contractor shall bear the risk of managing contaminated and
' uncontaminated stormwater originating from area occupied or disturbed
by the Contractor during construction of the project and shall employ
such additional measures as may be required to prevent environmental
harm or physical damage to the work area, or adjacent property.
Permit requirements from appropriate agencies are included in the
Appendix. The Contractor is responsible for following all permit
requirements, whether shown in the plans or not. These requirements
may include, but not be limited to, providing daily inspection by an
erosion control specialist of the adequacy and maintenance needs of all
erosion control measures, submitting daily inspection reports, and
inspecting and maintaining erosion/sedimentation control facilities on
' inactive sites. No additional payment will be made for following permit
requirements. All costs associated with permit requirements shall be
' included in the associated bid item unit price.
If the Engineer, under Section 1-08.6, orders the work suspended for an
' extended time, the Contractor shall, before the Contracting Agency
assumes maintenance responsibility, make every effort to control
erosion, pollution, and runoff during shutdown. Section 1-08.7 describes
the Contracting Agency's responsibility in such cases.
The requirements of this section shall apply to all areas of the site subject
to construction activity as described in the Standard Specifications, the
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 B-01.3(I)A IS SUPPLEMENTED BY ADDING THE FOLLOWING:
' 8-01.3(1)A Submittals
The Contractor shall submit for the Engineer's approval, a minimum of 4
' working days prior to ordering, a sample and manufacturer's certification
of compliance for the filter fabric fence which includes: Manufacturer's
name, address, telephone number, product name by trademark and
' style, geotextile polymer type(s), and physical properties.
The Contractor shall submit for Engineer's approval product descriptions
' of all other materials used for erosion control.
81st Ave. S. Storm Drain Rev/Fielding 8 - 5 August 7, 2008
Project Number: 08-3009
SECTION 8-01.3(1)C IS REVISED BY DELETING ITEM 1 AND REPLACING ,
WITH THE FOLLOWING:
8-01.3(1)C Water Management ,
1. If the ground water meets State Water Quality standards, it may ,
bypass treatment facilities and be routed to its normal discharge
point at a rate that will not cause erosion.
SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
8-01.3(1)F Applicable Regulations and Criteria '
Construction activities conducted within the City of Kent's Right of Way '
are subject to applicable federal, state and local permits. The Contractor
shall comply with substantive 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. City of Kent 2002 Surface Water Design Manual.
8-01.3(1)G Water Quality Monitoring ,
Contractor shall test for turbidity in the 100 feet downstream mixing zone
to verify that the background turbidity is 50 NTU (nepholometric turbidity
units) or less prior to discharging any stormwater during construction
from the site into adjacent streams.
The Contractor shall also test for turbidity at the point of compliance
which shall be 100 feet downstream of the discharge point for waters up
to 10 cfs flow at the time of construction or at 200 feet for waters above
10 cfs up to 100 cfs to verify that the added discharge does not exceed 5
NTU to the existing background turbidity of 50 NTU or less and 10
percent increase in turbidity when the background turbidity is more than ,
50 NTU.
These turbidity tests shall be taken periodically (weekly) when ,
stormwater is being discharged and during any storm event.
All costs for this work shall be included in the various unit contract bid '
prices.
8-01.3(2) Seeding, Fertilizing and Mulching '
SECTION 8-01.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING:
8-01.3(2)B Seeding and Fertilizing
Topsoil and all other unpaved and unsodded areas within easements and '
right-of-way shall be seeded. Hydroseeding shall be the method of seed
application. A slurry of seed, fertilizer, mulch and water shall be evenly
81st Ave. S. Storm Drain Rev/Fielding 8 - 6 August 7, 2008
Project Number: 08-3009
broadcast over areas to be seeded. All work shall conform in all respects
to Section 8-01 of the Standard Specifications, except as modified herein.
The Contractor shall notify the Engineer not less than 48 hours in
advance of any hydroseeding operation and shall not begin the work until
' areas prepared or designated for hydroseeding have been approved.
Following the Engineer's approval, hydroseeding of the approved slopes
shall begin immediately.
1 Hydroseeding shall not be done during windy weather or when the
ground is frozen, excessively wet, or otherwise untillable.
Hydroseeding shall consist of a slurry composed of water, seed fertilizer
and mulch.
Hydroseed (upland seed mix) to be applied by an approved hydro seeder
which utilizes water as the carrying agent, and maintains continuous
agitation through paddle blades. It shall have an operating capacity
sufficient to agitate, suspend, and mix into a homogeneous slurry the
specified amount of seed and water or other material. Distribution and
discharge lines shall be large enough to prevent stoppage and shall be
equipped with a set of hydraulic discharge spray nozzles which will
provide a uniform distribution of the slurry.
The seed and fertilizer cannot be placed in the tank more than 30
minutes prior to application. The seed and fertilizer shall have a tracer
added to visibly aid uniform application. This tracer shall not be harmful
to plant and animal life. If wood cellulose fiber is used as a tracer, the
' application rate shall not exceed 25 pounds per acre.
Areas in which the above methods are impractical may be seeded by
' approved hand methods.
The slurry to be used will consist of the following materials mixed
thoroughly together and applied in the quantities indicated.
1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to
be mixed mechanically on the site or may be mixed by the dealer. If
seed is mixed on site, each variety shall be delivered in the original
containers bearing the dealer's guaranteed analysis. If seed is
mixed by the dealer, the Contractor shall furnish to the Engineer the
Dealer's guaranteed statement of the composition of the mixture
and the percentage of purity and germination of each variety.
iGrass seed shall be purchased from a recognized distributor and
shall be composed of the varieties mixed in the proportions indicated
in Section 9-14.2 of the Standard Specifications and Special
Provisions. Seed shall meet the minimum percentages of purity and
germination specified. Seed shall be applied at the rate of 120
' pounds per acre.
81st Ave. S. Storm Drain Rev/Fielding 8 - 7 August 7, 2008
Project Number: 08-3009
The Contractor shall protect seed from hydration, contamination, '
and heating during delivery, storage, and handling. Store seed in
cool dry location away from contaminants. ,
Mix A shall be used as the standard hydroseed mix unless otherwise
specified herein or on approved project plans. ,
Mix B shall be used exclusively for seeded areas adjacent to grass
lawns, within seeded medians, and within seeded traffic islands. In ,
addition, Mix B shall be used for all seeded areas not specifically
showing Mix A on the plans, or where otherwise directed by the
Engineer. ,
Mix C shall be used exclusively for seeded areas in and adjacent to
wetlands, in detention and retention ponds, and in biofiltration '
swales.
2. Water: The Contractor shall begin maintenance immediately after '
seeding for a minimum of ten (10) weeks or longer as needed.
Water seeded areas before hydroseed slurry has completely dried
out. Water slowly and thoroughly with fine spray nozzle. Water the ,
hydroseeded areas at least twice daily (in the early morning and late
afternoon) until the grass is well established as determined by the
Engineer. Repeat watering operation as required by climatic ,
conditions to keep areas moist for a minimum period of 2 weeks
from the day of first watering and as necessary for healthy growth.
3. Mulch: As needed to meet D and2 requirements of Sections 8-01.3 ,
q ( )
9-14.4.
4. Fertilizer: All areas which are seeded shall receive fertilizer of the ,
following proportions and formulation applied at the rate of 400 ,
pounds per acre. All areas which are seeded shall receive fertilizer
meeting the requirements of Section 9-14.3 of the Kent Special
Provisions. '
Fertilizer shall be applied in accordance with the procedures and
requirements for seeding in Section 8-01.3(2)B at the rates and '
analysis specified in Section 9-14.3 with regard to formulation and
rate of application. Fertilizer shall not be applied on any creek
sideslopes in order to avoid contamination of these creeks. ,
5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per
1,000 square feet. The seed shall be applied by an approved hand
held spreader. The seed shall be evenly distributed over the
disturbed area. Apply seed mix after the fertilizing has been
accomplished and rake the seed into the surface soil to a depth of '
1/4-inch.
81st Ave. S. Storm Drain Rev/Fielding 8 - 8 August 7, 2008 ,
Project Number: 08-3009
6. If the slurry is used for temporary erosion control it shall be applied
at the following rates:
' EROSION CONTROL:
Seed 170lbs/acre
Fertilizer 400lbs/acre
Wood Fiber 2,000 Ibs/ acre
Tackifier 80lbs/acre
SECTION B-01.3(2)D IS DELETED AND REPLACED WITH THE FOLLOWING:
8-01.3(2)D Mulching
Wood cellulose fiber mulch conforming to Section 9-14.4 of the Standard
Specifications shall be applied to all seeded areas on this project. The
application rate shall be 2,000 pounds to the acre in accordance with
Section 8-01 of the Standard Specifications. Mulch shall be incorporated
into the slurry of seed and fertilizer.
Mulch of the type specified in Section 9-14.4(2) of the Standard
Specifications and Special Provisions shall be included in the
hydroseeding process. Wood cellulose fiber used as a mulch shall be
suitable for application with hydroseeders as specified in Section 8-
01.3(2)B. The application of seed, fertilizer, and mulch shall be required
in a single operation for all seed applications, unless otherwise directed.
Mulch materials, shall be furnished, hauled, and evenly applied at the
' rates indicated, and shall be spread on seeded areas immediately after
seeding unless otherwise specified.
Distribution of straw mulch material shall be by means of an approved
type mulch spreader, which utilizes forced air to blow mulch material on
seeded areas. In spreading straw mulch, the spreader shall not cut or
break the straw into short stalks. Straw mulch shall be applied at a rate
to achieve a loose, overall thickness of three (3) inches.
Areas not accessible by mulching equipment shall be mulched by
approved hand methods.
Mulch sprayed on signs or sign structures shall be removed the same
day.
' SECTION B-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(2)E Tacking Agent and Soil Binders
Unless specified otherwise, wood cellulose fiber mulch per Section 9-
14.4(2) of the Standard Specifications shall have tackifier incorporated
into the mulch fiber during manufacture. If additional tackifier is
required, the tackifier shall be Type A as specified in Section 9-14.4(7) of
the Standard Specifications. When specified, soil binders and tacking
agents shall be applied in accordance with the manufacturer's
recommendations.
81st Ave. S. Storm Drain Rev/Fielding 8 - 9 August 7, 2008
Project Number: 08-3009
SECTION 8-01.3(2)F IS REVISED BY DELETING THE FIRST THREE
PARAGRAPHS AND REPLACING WITH THE FOLLOWING:
8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch
Unless otherwise approved by the Engineer, the final application of ,
seeding, fertilizing, and mulching of slopes shall be performed during the
following periods:
West of the summit of the Cascade Range - March 1 to May 15 and
August 15 to October 1. Where contract timing is appropriate, seeding, ,
fertilizing, and mulching shall be accomplished during the spring period
listed above. Written permission to seed after October 1 will only be
given when physical completion of the project is imminent and the
environmental conditions are conducive to satisfactory growth.
SECTION B-01.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: '
8-01.3(2)G 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 8-01.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(2)H Inspection
Inspection of seeded areas shall be made upon completion of seeding
'
p P P 9
operations, at the end of the maintenance period, and at any time during
the maintenance period. The Contractor shall reseed, remulch or '
refertilize 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 at the Contractor's expense.
Reseeded areas will be subject to inspection for acceptance.
8-01.3(9) Sediment Control Barriers t
SECTION 8-01.3(9)C IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(9)C Straw Bale Barrier
Straw bale barriers shall be installed per the detail and locations shown in
the plans.
81st Ave. S. Storm Drain Rev/Fielding 8 - 10 August 7, 2008 '
Project Number: 08-3009
SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.3(9)D Inlet Protection
Prior to clearing and grubbing, all catch basins near disturbed areas shall
be fitted with inlet protection to prevent mud, silt and other debris from
entering the storm sewer system. The Contractor shall maintain the inlet
protection on a regular schedule as recommended by the manufacturer
or as directed by the Engineer. At no time shall more than one foot of
sediment be allowed to accumulate within a catch basin. The Contractor
' shall clean all catch basins and conveyance lines prior to paving. The
cleaning operation shall not flush sediment-laden water into the
downstream system.
SECTION 8-01.3(15) IS SUPPLEMENTED BY ADDING THE FOLLOWING:
' 8-01.3(15) Maintenance
The E.S.C. facilities shall be inspected daily by the Contractor and
maintained as necessary to ensure their continued function and
operation.
All sediment and material that accumulates as a result of the temporary
erosion control measures must be removed and disposed properly. The
Erosion and Sediment Control (ESC) Lead, as described in Section 8-
01.3(1)B shall keep the Engineer informed of all areas of sediment
accumulation; and the Contractor shall remove and dispose of all
sediment and debris collected by the silt fences, inlet protection, straw
' bale barriers and sediment traps, as directed by the Engineer. The
Contractor must obtain prior authorization by the Engineer before any
material removal activities commence.
This maintenance requirement also applies during any winter shut down.
G P 9
jSECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW
SECTIONS:
8-01.3(17) Temporary Sediment Trap
The Temporary Sediment Traps shall be constructed in accordance with
the details shown in the plans.
The Contractor shall inspect and maintain the Temporary Sediment Traps
regularly.
The Contractor shall remove sediment from the Trap when sediment has
reached a depth of one (1) foot. The ESC Lead (Erosion and Spill Control
Lead), as described in Section 8-01 of these Special Provisions shall
' notify the Engineer of the necessary removal; and as directed by the
Engineer, the Contractor shall remove and dispose of the sediment.
81st Ave. S. Storm Drain Rev/Fielding 8 - 11 August 7, 2008
Project Number: 08-3009
8-01.3 18 Vehicle Maintenance and Storage
Water used for washing vehicles and equipment shall not be allowed to
enter storm drains or other State waters unless separation of petroleum
products, fresh concrete products or other deleterious material is
accomplished prior to discharge. Detergent solution may be discharged
into sanitary sewer or allowed to be held on ground for percolation. A
recirculation system for detergent washing is recommended. Steam
cleaning units shall provide a device for oil separation.
Handling and storage of fuel, oil and chemicals shall not take place
adjacent to waterways. The storage shall be made 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 the dispensing area is
properly lighted. Disposal of waste shall not be allowed on fuel, oil, and
chemical spills. Fencing shall be provided around storage area. Locks
shall be provided on all valves, pumps, and tanks. ,
8-01.3(19) Failure to Perform TESCP
If the Contractor fails to install the required TESCP measures or to
q ,
perform maintenance in a timely manner, or fails to identify deficiencies,
and fails to take immediate action to install additional approved
measures, all fines, costs of cleanup, and costs for delays and down time
shall be borne by the contractor.
SECTION 8-01.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: '
8-01.4 Measurement '
Temporary Sediment Traps will be measured per lump sum, which shall ,
include the sum total of all items for a complete temporary sediment trap
to be constructed and maintained as shown in the plans, and as specified
in this Special Provision. ,
SECTION 8-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-01.5 Payment '
The unit contract price per acre for "Seeding, Fertilizing and Mulching"
shall be full pay for all labor, materials tools and equipment necessary to
complete the above said hydroseeding, seeding, fertilizing and mulching
at the locations shown on the plans, including the following areas:
a. All planter areas or areas disturbed by the Contractor's operations
behind the sidewalk, even where it is only a narrow strip.
b. All biofiltration swales.
C. Detention pond site.
d. Other areas as directed by the Engineer. ,
81st Ave. S. Storm Drain Rev/Fielding 8 - 12 August 7, 2008 ,
Project Number: 08-3009
Water, fertilizer and mulch shall be provided by the Contractor as
necessary to maintain and establish the seeded areas and is considered
incidental to this bid item. Topsoil Type B is considered incidental to this
bid item unless a specific bid item is listed in the proposal. The cost of
baffling or blocking over spray as required to prevent over spray onto the
sidewalk, curbing and non-planter areas is incidental to the unit price.
The unit bid price per each straw bale used for "Straw Bales for Drainage
Way Barrier" constitutes complete compensation for all materials, tools,
labor and equipment required for supply, removal and disposal,
placement and grading to install the straw bale drainage barriers (up to
' three straw bales per drainage barrier) wherever specified, shown on the
plans or as directed by the Engineer. Straw shall be in an air dried
condition free of noxious weeds and other materials detrimental to plant
life.
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.
Reference WSDOT Standard Plan I-40.20-00 in Appendix 1.
8-04 CURBS, GUTTERS, AND SPILLWAYS
SECTION 8-04.3 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-04.3(i) Cement Concrete Curbs, Gutters and Spillways
The City will provide control staking in accordance with Section 1-05.5(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.
SECTION 8-04.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-04.4 Measurement
' Measurement of cement concrete curb and cement concrete curb and
gutter, when constructed across wheel chair ramps and/or driveways, will
include the widths of the wheel chair ramp and/or driveway.
SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-04.5 Payment
Add the following to Section 8-04.5 of the Standard Specifications:
81st Ave. S. Storm Drain Rev/Fielding 8 - 13 August 7, 2008
Project Number: 08-3009
"Cement Concrete Curb and Gutter" per linear foot.
The unit contract price per linear foot for the above item shall be
considered complete compensation for all materials, labor, tools and
equipment required to install the curbs in accordance with the plans,
specifications and as directed by the Engineer.
8-14 CEMENT CONCRETE SIDEWALKS
SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-14.1 Description
This work shall also consist of constructingwheel chair ramps at all street '
p
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.
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 trowling and before installing the contraction joints or perimeter i
edging, the walking surfaces of the sidewalk and ramps shall be brushed
in a transverse direction with a stiff bristled broom. The curb face and
top on the monolithic cement concrete curb and sidewalk and the cement
concrete sidewalk with raised edge shall be smooth.
Expansion and contraction joints shall be constructed as shown in the '
Standard plans. When the sidewalk abuts a cement concrete curb or
curb and gutter, the expansion joints in the sidewalk shall have the same
spacing as the curb. The expansion joint shall be filled to full cross-
section of the sidewalk with 3/8-inch premolded joint filler.
Sidewalk ramps shall be of the type specified in the plans. The
detectable warning pattern shall have the truncated dome shape shown
in the Standard Plans and may be formed by either embossing the wet '
concrete, adding a manufactured material after the concrete has cured,
or installing masonry or ceramic tiles. When masonry or ceramic tiles are
used, the Contractor shall block out the detectable warning pattern area
to the depth required for installation of the tiles and finish the
construction of the concrete ramp. After the concrete has set and the
forms have been removed, the Contractor shall install the tiles using ,
standard masonry practices. The two-foot wide detectable warning
pattern area on the ramp shall be yellow and shall match the color of
"Standard Interstate Yellow" paint as specified in Formula K-2-83. Yellow
masonry paint for precast curbs, Formula H-3-83, may be used for
truncated dome patterns embossed into the concrete surface.
81st Ave. S. Storm Drain Rev/Fielding 8 - 14 August 7, 2008 ,
Project Number: 08-3009
SECTION 5-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING:
8-14.5 Payment
LAdd the following to Section 8-14.5 of the Standard Specifications:
The unit contract price per square yard for "Cement Concrete Sidewalk"
constitutes complete compensation for all materials, labor, tools and
equipment necessary to install cement concrete sidewalk 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
the sidewalk that are disturbed from sidewalk forms; and all other
materials, labor, tools and equipment to fulfill the requirements or as
directed by the Engineer.
81st Ave. S. Storm Drain Rev/Fielding 8 - 15 August 7, 2008
Project Number: 08-3009
DIVISION 9 - MATERIALS
9-03 AGGREGATES
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 1000/0
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.
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
3Inch* 100
3/4 Inch 65 - 100
U.S. No. 4 25 - 70
U.S. No. 10 10 - 50
U.S. No. 40 0- 30
U.S. No. 200 0 - 5
Sand equivalent 50 min.
The maximum passing the U.S. No. 200 sieve is limited to five percent
(5%) based on the minus #4 inch fraction.
Sieve analysis shall be used to verify that this requirement is met.
Recycled materials such as broken concrete or asphalt, shall not be
allowed unless specifically authorized in advance by the Engineer.
Where additional materials are required to formulate the street sub-base
to the cross section denoted in the plans, said additional material shall be
Gravel Borrow.
81st Ave. S. Storm Drain Rev/Fielding 9 - 1 August 7, 2008
Project Number: 08-3009
* 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 A and Class B
Foundation Material Class A and Class B shall be used to replace
unsuitable material removed from unstable pipe trench bottoms.
Foundation Material Class A and Class B shall conform to the following '
gradations:
Percent Passin
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
9-13 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK WALLS t
SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW '
SECTION:
81st Ave. S. Storm Drain Rev/Fielding 9 - 2 August 7, 2008 ,
Project Number: 08-3009
9-13.8 Rock for Ditches
Rocks for ditches shall meet the following requirements for grading:
Sieve Size Percent Passing
12" 95 to 100
6" 40 to 60
3" 10 to 20
1 3/4" 0 to 5
81st Ave. S. Storm Drain Rev/Fielding 9 - 3 August 7, 2008
Project Number: 08-3009
WSDOT STANDARD PLANS
DRAINAGE STRUCTURES AND HYDRAULICS
B-55.22-00 Pipe Zone Bedding and Backfil)
ROADSIDE AND SITE DEVELOPMENT
I-40.20-00 Storm Drain Inlet Protection
81st Ave. S. Storm Dram Rev/Fielding A - 1 August 7, 2008
Project Number: 08-3009
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TRAFFIC CONTROL PLANS
j
81st Ave. S. Storm Drain Rev/Fielding A - 2 August 7, 2008
Project Number: 08-3009
81 st Ave So/So 196th St I I NORTHBOUND LANE RESTRICTIONS N
Storm Drain Revision I I KENT
4,POSte I I Typical Right Lane Closure E
Speed I with 2nd lane shift
1 I Right two lanes closed Northbound 84th Ave So (E. Valley Rd.). S
Lik
Traffic to shift into center 2 way turn lane.
I III
area. traffic unimpeded. No left turns allowed adjacent to
1 work area. 1 day weekend job. Duration-4hre
I Reason for closure: To create clear work area for Vehicle
placement ,n roadway 2 N8 lanes for Manhole inspection&
1 maintenance Work on East Side.
40 I GENERAL NOTES
1 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE P
I I AND CITY OF KENT SPECS.
Z I I 2. PRIORITY PASSAGE THROUGH WORK AREA FOR EMER(
ROAD i I VEHICLES SHALL BE PROVIDED AT ALL TIMES.
WORK I I 3. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK VEHICLE.
�y W20-1 AHEAD X 3so, I I 4. DEVICES SHALL NOT ENCROACH INTO ADJACENT LANES.
5. ALL SIGNS 48" X 48" B/O UNLESS OTHERWISE SPECIFIED.
6. CHANNELIZATION DEVICES ARE STANDARD TRAFFIC CONES.
1 (see TABLE 1 for spacing distances).
W9.< 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE
W9 3 350' I 4 I INTERSECTIONS AND/OR DRIVEWAYS.
1 8. ALERT AFFECTED RESIDENTS AND BUSINESSES
So. 196th St I I
_200Advance warning sign (W20-1)
Z��H
EAD
— — — — — — — ----------= W20-1 spaced @ 200', or as space allows
— — — — — — — — --------� — ————————Dead End
1 z -
Posted Illllll Itt Illllll So. 196th St
Speed
]so,
D —X I I
11MR
35 RDAp I I
woRR
Wzo-1 ""EAD 1 h 1
I �I�
I I
Ct—EL121NG DEVICE 6PACING(FEET) 1 1 TABLE 1
' TAPER TANGENT
20
ZO 4 � CHANNELI2ING DEVICE SPACING(FEET,
.PH
T
28"TRAFFIC `7 APER TANGENT
..
s S./i0 AD eo
CONE ( - 35,!5 20 30
W N 24'RrBMV I I✓✓✓ ) pqN z5i3o )0 30
r• AHEno
' i ONLY W20-1 sa sPACNc
R3 IL R3 SR
Bulsness Park Driveway
MA NT 11'MIN (` .., we..-... N.ti.a P....r.wc.•ora..lu u
TRAVEL WID za•.xr wanv \ So. 198th St V� UM&y TAPER LENGTH.L reeet, y •,c
Manhole 1LIIGM «F PP ad s«Ad NNI
Inspection (teetl 25 30 35 0 45 So 55 Go 65 to
R3"2R Work Zone 10 105 1 150 1 20S 2Tp <50 1 500 1 550 1 - - -
3 1 11 SEQUENTIAL 115 I6 5 495 550 605 660 -ARROWBOARD D Wl-4L 1z 125 IRo LS 320 540 600 660 T2D rao am
�������� 1
M t BUFFER DATA
CA LONGITUDINAL BUFFER SPACE e 8
1 SPEED HIPN) 1 25 1 30 1 35 1 40 1 45 50 55 6p 65 TO
LENGTH free" 55 a5 RO AO 220 290 335 45
LEGEND I I I ■ PROTECTN ROLL AHEAD VWLE WITH TMA RO AHEAD DISTANCE® WORK LOCATION TYPE•L«oTEcmE TYMC•L PROTECTNE VEWLE
I., m ST•TgNYiT
W I 1 VENCLE T.PE (HRH THAI LOWED HEIGHT OPEA„TON
CHANNELIZATION DEVICE HIT.TMA ILR51 I, n
e a r 1 I 1 W4 2L NlMM =T 6.00o S.
.I•PD OWP TADGm. „�NIWY NEWHi SHALL 6E
SIGN LOCATION 1 1 ( I FLAT E LETC: IN ACCORO.NCE NIiH 30 MIN.
3TD'X FLAT
9EO ETC. WNIFACTNNH KC
—cuou TIONI
PROTECTIVE/WORK VEHICLE 1 1+ I 1 1 ROLL AHEAD STOPPNG OISTANCE ASS(AES DRY PAVEMENT
EXISTING TRAFFIC FLOW • I TUT�i PRO ECTNE VEHICLE.IFNT RECDeUSE D T REGARDLESS F A
7W 6 AVAILABLE.F NO TM►6 USED.HIE PROTECTIVE
VEMCLE SHALL RE STR►TEGICALLY LOCATED IN FIELD TO
FLAGGER LOCATION 1 W20.50IR SHIELD rOREERs AND
No ROLL AHEAD DISTANCE 6 SPECFEM
3so,x �,T1N1e r"�°r City of Kent-Public Works
1 I I I °0u0 par"mr Project Number
Traffic Control Supervisor I 1 I Mma oe Fielding
AA
Traffic Plan Designer r ro. ec an
1 1 I 1 253.856.551 AveS8 84th A SO
��-��-• 3so'x W20-1 Nuber Date
NlteVd' j'sCo 1 1 I ROAD 253.8S6.6500 1 / 2 07 18.08
wo- Prepared
Dates_ Steve Vita _
11-30.2008 PINnaNeer NATIONAL
si•e�i�sIRIIr'EsCO LLC
To:So 200th St. T 206 523.4045
i
KENT Typical One Lane, Two-Way 81st Ave So/So 196th St
N Operation Using FLAGGERS
Half road closure, N8, 81st Ave So..(Low volume Rd.)between Storm Drain Revision
So. 196th St. & So 200th St.. FLAGGERS will alternate
E traffic, as needed, and will communicate visually
or with radios. FLAGGERS will cross pedestrians
' to opposite side of street, when necessary.
Reason for closure: to create clear work area
for Truck placement for Storm drain Pipe access for
excavating, cleaning & rework, access on E. side of roadway
I I
N � N
3 3
Posted IL,
Speed x
• CAP �3=
aG a
BPEED
uMR x x x
35 Flagger to Monitor Intersection 3So' ISO, 3so'
N So. 196th St for turning trdfrip. 0
0
' —
`-- - — — — — — — — — -
Id
�► �Y
� H H H IIIIIIII III I F-
350' 350, ISO,
X X X
DD ■
S9 A
� —1-ivW
Q F O B O A T
m
:E >
N
O C O
I I I
� � V
28"TRAFFIC
CONE
TAPER'�TANGENT"
' SIGN SPACING•t Ifeetl
Rural Hlghrays 60/65 MPH 1000't-
Malntain 11' ` RurGI ROWS 45/55 MPH 500'•-
mi n. lane wl dt 1 5 Urban Arterials 35/40 MPH
■ Rur-ROOaS.Urban Streets 25/10 MIN 200't-
ItlenYlal6 Business Olstriats
' Urban Streets 25 MPH or LESS NDO'
ALL SIGNS ARE 46"•4C m.AM ON ORAIIGE UNLESS OTNERNISE OESIGNATEO.
TABLE 1 Taper Is: r
' CHANNELIZINC DEVICE SPACING IFEETI 50' mi n
,A„GE„, 100' max I
5G/ID <D ED 6 device mi n I
35/a5 SO 6J M
15,30 1 73 1 AO VY I
F+
IA I ■ iS OULOER
LEGEND
r'F ■L/3�
< i X .
® WORK LOCATION ■I.1
N SIGN LOCATION (D W20-7d
® PROTECTIVE/WORK VEHICLE O
I
■ ■ ■ ■ CHANNELIZATION DEVICE e I 200'X
3W x 24•BM/ I >W20-4
® NO PARKING SIGNPotted
GENERAL NOTES Speed i
1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD BP�p 27*W20-1
AND THE CITY OF KENT SPECS. 11NR
2. PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY
VEHICLES SHALL BE PROVIDED AT ALL TIMES.
3. ALERT METRO TRANSIT S DAYS IN ADVANCE (IF APPLICABLE)
4. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK VEHICLE.
S DEVICES SHALL NOT ENCROACH INTO ADJACENT LANES. City of Kent-Public Works
6. ALL SIGNS 48" X 48" 8/0 UNLESS OTHERWISE SPECIFIED.
7. CHANNELIZATION DEVICES ARE STANDARD TRAFFIC DRUMS. Project Number
(see TABLE 1 for spacing distances). Joe Fielding
8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE Phone Number(office) Project GR
' INTERSECTIONS AND/OR DRIVEWAYS. 7taHkto■trolSupervleor 81st. Ave So.
/ 5�i788 253.8S6.5518
9. FLAGGERS WILL CONTROL ALTERNATING ONE-WAY TRAFFIC. Tram.n.Designer Phone Number(fax) Sheet Number
Bate
IO.TAPERS WILL BE 50'-100' AND MUST CONTAIN A MIN OF 253.856.6500 2 / 2 07 18 08
6 DEVICES. low�te
11.ALERT AFFECTED RESIDENTS AND BUSINESSES Steve Vita
12. CONTRACTOR WILL MAINTAIN 11' MIN TRAVEL LANE THAT Date,
at _ NATIONAL BARRICADE 1 LLc
y�pR ESTABLISHED IN 1951
WILL BYPASS WORK ZONE. 2 206 S23.4045
CHECK VALVE
1
81st Ave. S. Storm Drain Rev/Fielding A - 3 August 7, 2008
Project Number: 08-3009
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swinging and plunging parts are completely eliminated.
Tideflex valves are excellent replacements for ineffective flap gate valves Millions of dollars e
re-treatment of unnecessary backflow because of faulty check valves which have corroded op
' open by debris Tideflex®check valves seal and close drop tight around debris with less than
http://www.tideflex.com/tf/index.php7/content/view/44/187/ 11/1/2007
Tideflex - Check Valves Page 2 of 2
0
Tideflex®valves will not warp or freeze, and are virtually maintenance free.They will handle la
lamming,and there is no gate to hang open.Tideflex®valves are easily banded on the end of
sewer line,eliminating the need for headwalls
s
Visit Redvalve com About New Industries Served I Products Engineered Systems Special Protects I Rep Locator
®2007 Tideflex
http://www.tideflex.com/tf/index.php?/content/view/44/187/ 11/1/2007
■ 3
Series 37G
► Fits inside pipe I.D.
► Fastened with internal expansion clamp.
► Features all-elastomer,
maintenance-free design.
► Is custom-built to customer specifications.
► Closes on entrapped solids.
Materials of Construction
r�
► 'halves are available in pure gum rubber,
neoprene,Hypalon',buns-N,Viton'and EPDM.
► Stainless steel expansion clamps.
The Series 37G InLnie Check Valve was
developed specifically for installations where '~ "
clearance below the invert of a pipe is insuf-
ficient to clear the flange of the standard � j
Series 37.The 37G effectively has a zero t
face-to-face dimension since it can be com-
pletely slipped into an existing pipe. Piping
modifications are not required to provide
space for the valve.The Series 37G design Dimensions Series 37G Check Valve
uses the slip-on principle in reverse. ' ' '
ISaddle
A special clamp that expands outward is pro- ' Support"
vided to secure the valve to the inside 2 5 1 7/8 150
3 51/2 2 7/8 100
of a pipe, enabling the valve to be installed 4 7 3 7/8 75
easily on the outlet pipe from a manhole, 6 11 121/2 7 7/8 60
such as in a CSO system. 10 151/2 9 7/8 45 y
' 12 181/2 11 7/8 35 0c
The pressure drop of the Series 37G is 14 22 13 3/4 25 2
increased because of the smaller I.D. is 23 15 3/4 20
18 24 17 3/4 15 ti
required to fit the check valve in the line. 20 32 19 3/4 10 Q
24 37 23 3/4 10
Tideflex®Technologies recommends the 30 41 29 3/4 8
valves be pinned to the pipe. Each clamp 36 47 35 3/4 8
has four pre-drilled holes to allow installa- 42 49 41 1/2 5
48 52 471/2 5
lion of anchors/bolts.Contact our engineer- 54 57 531/2 5
mg staff for additional inforniation. 60 64 591/2 5
72 73 1 711/2 5
Numbers indicate maximum dimensions In inches
Contact engineering staff to verify overall dimensions.
Other sizes available;consult factory. Valves are also made for non-standard pipe LD.'s
Tidefre T
SERIES 37G
Technologies
Division of Red Valve,lne.
IN-LINE CHECK VALVES
INSTALLATION, OPERATION, AND MAINTENANCE MANUAL
The revolutionary design of the Series 37-G In-Line Check
Valve provides superior backflow protection.This unique
"duckbill" design eliminates costly backflow from oceans,
rivers, and other waterbodies and piping systems.
The Series 37G is available in a wide variety of elastomers
and is designed to meet your exact flow specifications.
The"Cuff"of the Series 37G valves are constructed to have
the same outside diameter as the inside diameter of the
mating pipe.This allows the valve to be inserted into the
pipe and held in place by means of an internal expansion
clamp.Tideflex®Technologies recommends pinning all
Series 37G valves for added security and stability.
3713 s effectively have a zero face-to-face dimension be-
t
cause they fit completely inside of the pipe. No modification
of piping is required provided adequate pipe length exists.
-Simple Design
-Cost Effective
- No Hinges, Levers or Springs
- Minimal Routine Maintenance
IMPORTANT
Please take a moment to review this manual.Before performing any maintenance on the pres-
sure sensors be sure the pipeline has been depressurized.The improper installation or use of
this product may result in personal injury,product failure,or reduced product life.Tideflex®Technolo-
gies can accept NO liability resulting from the improper use or installation of this product. If you
have any questions or problems, please call the customer service department at (412)279-0044.
We appreciate your comments.Thank you for choosing Tideflex®Technologies.
INSTALLATION 4. Preparation
1. Inspection of Valve The Series 37G uses expanding clamp(s)to exert
Check inside diameter of pipe section for rough pressure outwards on the walls of the valve to
or damaged areas. Surface should be uniform "wedge" it in place within the pipe.The walls of
and relatively smooth. Long gouges or cracks may the pipe should be clean and free of debris prior to
installation.
allow water to pass and should be filled prior to
installation.The exterior of the Series 37G should 5. Securing
have a rough texture resembling a cloth pattern. The valve should be inserted fully into the pipe so
This will help the valve grip the walls of the pipe. that no part of the cuff or bill extends outside the
2.Valve Orientation pipe. Ensure that the valve is not "slanted" at an
The bill of the Series 37G must be installed verti- angle, with the bill pointing upwards or downwards.
cally. Valves to 18" (nominal) are supplied with The valve centerline should be parallel to the pipe
a single clamp. The clamp turnbuckle should be centerline.
oriented at top dead center. Tideflex®Technologies recommends pinning
Valves 24"-48' (nominal) are supplied with two the Series 37G on all installations.See below.
clamps. The turnbuckles should be oriented 180' Four pre-drilled holes are provided in each expan-
apart. Valves 60"-72" (nominal) are supplied with sion clamp.At least one clamp should be pinned.
three clamps. Turnbuckles should be oriented 120° On exposed pipe, holes can be drilled through the
apart. valve and pipe, and a bolt run through secured
3. Pipe Dimensions with a nut. For buried pipe, silicon or similar seal-
Every Series 37G is designed and built to fit into ant should be used to seal bolts.
a specific pipe inside diameter. Different pipe ma-
terials such as concrete, HDPE, steel, and
PVC have different. I.D. dimensions for the same
nominal pipe size. Do not attempt to install a
Series 37G into a pipeline for which it was not
intended.
NEVER... NEVER... NEVER... NEVER...
Install the valve at Use Sharp Tools on Rub- Exceed Design Back Install the Valve Back-
an angle ber Pressure wards
1
Flow
2
1 Q
MAINTENANCE 4. Store this manual with the valve, so that
1.Inspection is readily available at time of installation.
Valves should occasionally be inspected for dam-
age, wear, and buildup of debris.The frequency of Bill
the inspections should be determined by the se-
verity of the service and the environment in which
it operates. I Cuff no
The clamp should be checked for proper tension,
and be sure that the inside of the valve is free of
debris. Soft marine growth is normal on valves in Saddle
submerged applications, and because hard marine
growth such as barnacles will not bond well
to the Tideflex®they can be easily removed.Also TROUBLESHOOTING GUIDE
insert pins to ensure they are tight. SLEEVE INVERTED
• Excessive back pressure, water surge, or water
hammer.
STORAGE LEAKING AROUND PERIMETER OF VALVE
If your Series 37G is to be stored for a period of •Tighten Clamp
time prior to installation, the following storage •Check for cracks and holes in surface of pipe
guidelines will help to preserve the valve and as- BACKFLOW
sure a trouble-free installation.
1. Store in a clean, cool, dry location.Avoid expo- - Debris lodged inside bill
Debris built up beneath bill
sure to light, electric motors, dirt, or chemicals.
2. Store valve vertically on floor or pallet.
3. Store valve to prevent other items from
contacting check sleeve to prevent possible
damage.
TIDEFLEX° TECHNOLOGIES WARRANTY
WARRANTIES-REMEDIES-DISCLAIMERS-LIMITATION OF LIABILITY
Unless otherwise agreed to in writing signed by Tideflex®Technologies,all Products supplied by Tideflex•Technologies will be described in the specifications
set forth on the face hereof.
THE WARRANTIES SET FORTH IN THIS PROVISION ARE EXCLUSIVE AND IN LIEU OF ALL OTHER WARRANTIES WHETHER STATUTORY,EXPRESS
OR IMPLIED(INCLUDING ALL WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE AND ALL WARRANTIES ARISING
FROM COURSE OF DEALING OR USAGE OR TRADE).
Tideflex0 Technologies Products are guaranteed for a period of one year from date of shipment,against defective workmanship and material only,when properly
installed,operated and serviced in accordance with Tideflex®Technologies'recommendations.Replacement for items of Tidefle)&Technologies manufacture will
be made free of charge if proved to be defective within such year;but not claim for transportation,labor or consequential damages shall be allowed We shall
have the option of requiring the return of the defective product to our factory,with transportation charges prepaid,to establish the claim and our liability shall
be limited to the repair or replacement of the defective product,F.O.B.our factory.Tideflex*Technologies will not assume costs incurred to remove or install
defective products nor shall we incur back charges or liquidated damages as a result of warranty work.Tideflex®Technologies does not guarantee resistance
to corrosion erosion,abrasion or other sources of failure,nor does Tideflex°Technologies guarantee a minimum length of service,or that the product shall be
fit for any particular service.Failure of purchaser to give prompt written notice of any alleged defect under this guarantee forthwith upon its discovery,or use,
and possession thereof after an attempt has been made and completed to remedy defects therein,or failure to return product or part for replacement as herein
provided,or failure to install and operate said products and parts according to instructions furnished by Tideflex*Technologies,or failure to pay entire contract
price when due,shall be a waiver by purchaser of all rights under these representations. All orders accepted shall be deemed accepted subject to this warranty
which shall be exclusive of any other or previous warranty,and shall be the only effective guarantee or warranty binding on Tideflex0 Technologies,anything
on the contrary contained in purchaser's order,or represented by any agent or employee of Tideflex*Technologies in writing or otherwise,not withstanding
implied warranties.TIDEFLEXO TECHNOLOGIES MAKES NO WARRANTY THAT THE PRODUCTS,AUXILIARIES AND PARTS ARE MERCHANTABLE OR
FIT FOR ANY PARTICULAR PURPOSE.
Tide
700 North Bell Avenue
Carnegie,PA 15106
phone:412 279-0044
fax:412 279-7878
WEB:www.tideflex.com
PREVAILING WAGE RATES
1
1
l
1
81st Ave. S. Storm Drain Rev/Fielding A - 4 August 7, 2008
Project Number: 08-3009
State of Washington
DEPARTMENT OF LABOR AND INDUSTRIES
Prevailing Wage Section-Telephone(360)902-5335
PO Box 44540,Olympia,WA 98504-4540
Washington State Prevailing Wage Rates For Public Works Contracts
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits
On public works projects,workers'wage and benefit rates must add to not less than this total. A bnef description
of overtime calculation requirements is provided on the Benefit Code Key.
jKING COUNTY
Effective 03-02-08
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
ASBESTOS ABATEMENT WORKERS
JOURNEY LEVEL $36.24 1H 5D
BOILERMAKERS
JOURNEY LEVEL $33.32 1
BRICK AND MARBLE MASONS
JOURNEYLEVEL $43.75 1M 5A
CABINET MAKERS(IN SHOP)
JOURNEY LEVEL $16.67 1
CARPENTERS
ACOUSTICAL WORKER $43.91 1M 5D
BRIDGE,DOCK AND WARF CARPENTERS $43.75 1M 5D
CARPENTER $43.75 1M 5D
CREOSOTED MATERIAL $43.85 1M 5D
DRYWALL APPLICATOR $43.79 1M 5D
FLOOR FINISHER $43.75 1M 5D
FLOOR LAYER $43.75 1M 5D
FLOOR SANDER $43.75 1M 5D
MILLWRIGHT AND MACHINE ERECTORS $44.75 1M 5D
PILEDRIVERS,DRIVING,PULLING,PLACING COLLARS AND WELDING $43.95 1M 5D
SAWFILER $43.75 1M 5D
SHINGLER $43.75 1M 5D
STATIONARY POWER SAW OPERATOR $43.75 1M 5D
STATIONARY WOODWORKING TOOLS $43.75 1M 5D
CEMENT MASONS
JOURNEY LEVEL $44.58 1M 5D
DIVERS&TENDERS
DIVER $85.75 1M 5D 8A
DIVER TENDER $44.22 1M 5D
DREDGE WORKERS
ASSISTANT ENGINEER $44 59 1T 5D 8L
ASSISTANT MATE(DECKHAND) $44.08 1T 5D 8L
BOATMEN $44.59 1T 5D 8L
ENGINEER WELDER $44.64 1T 5D 8L
LEVERMAN,HYDRAULIC $46.21 1T 5D 8L
MAINTENANCE $44.08 1T 5D 8L
MATES $44.59 1T 5D 8L
OILER $44.21 1T 5D 8L
DRYWALL TAPERS
JOURNEY LEVEL $43 59 1E 5P
ELECTRICAL FIXTURE MAINTENANCE WORKERS
JOURNEY LEVEL $18.69 1
Pagel
1
KING COUNTY
Effective 03-02-08
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
ELECTRICIANS-INSIDE
CABLE SPLICER $55 05 1E 5A
CABLE SPLICER(TUNNEL) $58.86 1E 5A
CERTIFIED WELDER $53.16 1E 5A
CERTIFIED WELDER(TUNNEL) $57.15 1E 5A
CONSTRUCTION STOCK PERSON $28.83 1E 5A
JOURNEY LEVEL $5125 1E 5A
JOURNEY LEVEL(TUNNEL) $55 05 1E 5A
ELECTRICIANS-MOTOR SHOP
CRAFTSMAN $15.37 2A 6C
JOURNEY LEVEL $14.69 2A 6C
ELECTRICIANS-POWERLINE CONSTRUCTION
CABLE SPLICER $54.37 4A 5A
CERTIFIED LINE WELDER $49.64 4A 5A
GROUNDPERSON $3593 4A 5A
HEAD GROUNDPERSON $37.89 4A 5A
HEAVY LINE EQUIPMENT OPERATOR $49.64 4A 5A
JACKHAMMER OPERATOR $37.89 4A 5A
JOURNEY LEVEL LINEPERSON $49 64 4A 5A
LINE EQUIPMENT OPERATOR $42.27 4A 5A
POLE SPRAYER $49 64 4A 5A
POWDERPERSON $37.89 4A 5A
ELECTRONIC TECHNICIANS
ELECTRONIC TECHNICIANS JOURNEY LEVEL $31.00 1
ELEVATOR CONSTRUCTORS
MECHANIC $60.85 4A 6Q
MECHANIC IN CHARGE $67.01 4A 6Q
FABRICATED PRECAST CONCRETE PRODUCTS
ALL CLASSIFICATIONS $13.50 2K 5B
FENCE ERECTORS
FENCE ERECTOR $18 71 1
FENCE LABORER $12 77 1
FLAGGERS
JOURNEY LEVEL $31.01 1H 5D
GLAZIERS
JOURNEY LEVEL $43.76 1H 5G
HEAT&FROST INSULATORS AND ASBESTOS WORKERS
MECHANIC $46.59 1S 51
HEATING EQUIPMENT MECHANICS
MECHANIC $33.65 1
HOD CARRIERS&MASON TENDERS
JOURNEY LEVEL $36.75 1H 5D
INDUSTRIAL ENGINE AND MACHINE MECHANICS
MECHANIC $15.65 1
INDUSTRIAL POWER VACUUM CLEANER
JOURNEY LEVEL $y 10 1
INLAND BOATMEN
CAPTAIN $38.87 1K 5B
COOK $32.73 1K 5B
DECKHAND $32.42 1K 5B
ENGINEER/DECKHAND $35.20 1K 5B
MATE,LAUNCH OPERATOR $36.85 1K 5B
Page 2
KING COUNTY
Effective 03-02-08
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
INSPECTION/CLEANING/SEALING OF SEWER&WATER SYSTEMS BY
REMOTE CONTROL
CLEANER OPERATOR,FOAMER OPERATOR $31.49 1
GROUT TRUCK OPERATOR $11.48 1
HEAD OPERATOR $24.91 1
TECHNICIAN $19.33 1
TV TRUCK OPERATOR $20.45 1
INSULATION APPLICATORS
JOURNEY LEVEL $43.75 1M 5D
IRONWORKERS
JOURNEY LEVEL $47.92 10 5A
LABORERS
ASPHALT RAKER $36.75 1H 5D
BALLAST REGULATOR MACHINE $36.24 1H 5D
BATCH WEIGHMAN $31.01 1H 5D
BRUSH CUTTER $36.24 1H 5D
BRUSH HOG FEEDER $36.24 1H 5D
BURNERS $36.24 1H 5D
CARPENTER TENDER $36.24 1H 5D
CASSION WORKER $37.20 1H 5D
CEMENT DUMPER/PAVING $36.75 1H 5D
CEMENT FINISHER TENDER $36.24 1H 5D
CHANGE-HOUSE MAN OR DRY SHACKMAN $36.24 1H 5D
CHIPPING GUN(OVER 30 LBS) $36.75 1H 5D
CHIPPING GUN(UNDER 30 LBS) $36.24 1H 5D
CHOKER SETTER $36.24 1H 5D
CHUCKTENDER $36.24 1H 5D
CLEAN-UP LABORER $36.24 1H 5D
CONCRETE DUMPER/CHUTE OPERATOR $36.75 1H 5D
CONCRETE FORM STRIPPER $36.24 1H 5D
CONCRETE SAW OPERATOR $36.75 1H 5D
CRUSHER FEEDER $31.01 1H 5D
CURING LABORER $36.24 1H 50
DEMOLITION,WRECKING&MOVING(INCLUDING CHARRED MATERIALS) $36.24 1H 5D
DITCH DIGGER $36.24 1H 5D
DIVER $37.20 1H 5D
DRILL OPERATOR(HYDRAULIC,DIAMOND) $36.75 1H 5D
DRILL OPERATOR,AIRTRAC $37.20 1H 5D
DUMPMAN $36.24 1H 5D
EPDXY TECHNICIAN $36.24 1H 5D
EROSION CONTROL WORKER $36.24 1H 5D
FALLER/BUCKER,CHAIN SAW $36.75 1H 5D
FINAL DETAIL CLEANUP(i.e.,dusting,vacuuming,window cleaning,NOT $28.45 1H 5D
construction debris cleanup)
FINE GRADERS $36.24 1H 5D
FIRE WATCH $31.01 1H 5D
FORM SETTER $36.24 1H 513
GABION BASKET BUILDER $36.24 1H 5D
GENERAL LABORER $36.24 1H 5D
GRADE CHECKER&TRANSIT PERSON $36.75 1H 5D
GRINDERS $36.24 1H 5D
GROUT MACHINE TENDER $36.24 1H 50
Page 3
KING COUNTY
Effective 03-02-08
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
GUARDRAIL ERECTOR $36.24 1H 5D
HAZARDOUS WASTE WORKER LEVEL A 1H 5D
$37.20
HAZARDOUS WASTE WORKER LEVEL B $36.75 1H 5D
HAZARDOUS WASTE WORKER LEVEL C $36.24 1H 5D
HIGH SCALER $37.20 1H 5D
HOD CARRIER/MORTARMAN $36.75 1H 5D
JACKHAMMER $36.75 1H 5D
LASER BEAM OPERATOR $36.75 1H 5D
MANHOLE BUILDER-MUDMAN $36.75 1H 5D
MATERIAL YARDMAN $36.24 1H 5D
MINER $37.20 1H 5D
NOZZLEMAN,CONCRETE PUMP,GREEN CUTTER WHEN USING HIGH $36.75 1H 5D
PRESSURE AIR&WATER ON CONCRETE&ROCK,SANDBLAST,GUNITE,
SHOTCRETE,WATER BLASTER
PAVEMENT BREAKER $36.75 1H 5D
PILOT CAR $31 01 1H 5D
PIPE POT TENDER $36.75 1H 5D
PIPE RELINER(NOT INSERT TYPE) $36 75 1H 5D
PIPELAYER&CAULKER $36.75 1H 5D
PIPELAYER&CAULKER(LEAD) $37.20 1H 5D
PIPEWRAPPER $36.75 1H 5D
POT TENDER $36.24 1H 5D
POWDERMAN $37.20 1H 5D
POWDERMAN HELPER $36.24 1H 5D
POW ERJACKS $36.75 1H 5D
RAILROAD SPIKE PULLER(POWER) $36 75 1H 5D
RE-TIMBERMAN $37.20 1H 5D
RIPRAP MAN $36 24 1H 5D
RODDER $36.75 1H 5D
SCAFFOLD ERECTOR $36.24 1H 5D
SCALE PERSON $36.24 1H 5D
SIGNALMAN $36.24 1H 5D
SLOPER(OVER 20") $36.75 1H 5D
SLOPER SPRAYMAN $36.24 1H 5D
SPREADER(CLARY POWER OR SIMILAR TYPES) $36.75 1 H 5D
SPREADER(CONCRETE) $36.75 1H 5D
STAKE HOPPER $36.24 1H 5D
STOCKPILER $36.24 1H 5D
TAMPER&SIMILAR ELECTRIC,AIR&GAS $36.75 1H 5D
TAMPER(MULTIPLE&SELF PROPELLED) $36.75 1H 5D
TOOLROOM MAN(AT JOB SITE) $36.24 1H 5D
TOPPER-TAILER $36.24 1H 5D
TRACKLABORER $36.24 1H 5D
TRACK LINER(POWER) $36.75 1H 5D
TRUCK SPOTTER $36.24 1 H 5D
TUGGER OPERATOR $36.75 1H 5D
VIBRATING SCREED(AIR,GAS,OR ELECTRIC) $36.24 1H 5D
VIBRATOR $36.75 1H 5D
VINYL SEAMER $36.24 1H 5D
WELDER $36.24 1H 5D
WELL-POINT LABORER $36.75 1H 5D
Page 4
KING COUNTY
Effective 03-02-08
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
LABORERS-UNDERGROUND SEWER&WATER
GENERAL LABORER $36.24 1H 5D
PIPE LAYER $36.75 1H 5D
LANDSCAPE CONSTRUCTION
IRRIGATION OR LAWN SPRINKLER INSTALLERS $13.56 1
LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $28.17 1
LANDSCAPING OR PLANTING LABORERS $14.22 1
LATHERS
JOURNEY LEVEL $43.79 1M 5D
METAL FABRICATION(IN SHOP)
FITTER $15,86 1
LABORER $9.78 1
MACHINE OPERATOR $13.04 1
PAINTER $11.10
WELDER $15.48 1
MODULAR BUILDINGS
CABINET ASSEMBLY $11.56 1
ELECTRICIAN $11.56 1
EQUIPMENT MAINTENANCE $11.56 1
PLUMBER $11.56 1
PRODUCTION WORKER $9.26 1
TOOL MAINTENANCE $11.56 1
UTILITY PERSON $11.56 1
WELDER $11.56 1
PAINTERS
JOURNEY LEVEL $33.94 2B 5A
PLASTERERS
JOURNEY LEVEL $43.10 1R 5B
PLAYGROUND&PARK EQUIPMENT INSTALLERS
JOURNEY LEVEL $8.42 1
PLUMBERS&PIPEFITTERS
JOURNEY LEVEL $61.84 1G 5A
POWER EQUIPMENT OPERATORS
ASSISTANT ENGINEERS $42.14 1T 5D 8L
BACKHOE,EXCAVATOR,SHOVEL (3 YD&UNDER) $44.92 1T 5D 8L
BACKHOE,EXCAVATOR,SHOVEL (OVER 3 YD&UNDER 6 YD) $45.41 1T 5D 8L
BACKHOE,EXCAVATOR,SHOVEL(6 YD AND OVER WITH ATTACHMENTS) $45.96 1T 5D 8L
BACKHOES, (75 HP&UNDER) $44.50 1T 5D 8L
BACKHOES, (OVER 75 HP) $44.92 1T 5D 8L
BARRIER MACHINE(ZIPPER) $44.92 1T 5D 8L
BATCH PLANT OPERATOR,CONCRETE $44.92 1T 5D 8L
BELT LOADERS(ELEVATING TYPE) $44.50 1T 5D 8L
BOBCAT(SKID STEER) $42.14 1T 5D 8L
BROOMS $42.14 1T 5D 8L
BUMP CUTTER $44.92 1T 5D 8L
CABLEWAYS $45.41 1T 5D 8L
CHIPPER $44.92 1T 5D 8L
COMPRESSORS $42.14 1T 5D 8L
CONCRETE FINISH MACHINE-LASER SCREED $42.14 1T 5D 81.
CONCRETE PUMPS $44.50 1T 5D 8L
CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $44.92 1T 5D 8L
CONVEYORS $44.50 1T 5D 8L
Page 5
KING COUNTY
l
Effective 03-02-08
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
CRANES, THRU 19 TONS,WITH ATTACHMENTS $44.50 1T 5D 8L
CRANES, 20-44 TONS,WITH ATTACHMENTS $44.92 1T 5D 8L
CRANES, 45 TONS-99 TONS,UNDER 150 FT OF BOOM(INCLUDING JIB $45.41 1T 5D 81.
WITH ATACHMENTS)
CRANES,100 TONS-199 TONS,OR 150 FT OF BOOM(INCLUDING JIB $45.96 1T 5D 8L
WITH ATTACHMENTS)
CRANES,200 TONS TO 300 TONS,OR 250 FT OF BOOM(INCLUDING JIB $46.53 1T 5D 8L
WITH ATTACHMENTS)
CRANES,A-FRAME, 10 TON AND UNDER $42.14 1T 5D 8L
CRANES,A-FRAME,OVER 10 TON $44.50 1T 5D 8L
CRANES,OVER 300 TONS,OR 300'OF BOOM INCLUDING JIB WITH $47.09 1T 5D 8L
ATTACHMENTS
CRANES,OVERHEAD,BRIDGE TYPE(20-44 TONS) $44.92 1T 50 8L
CRANES,OVERHEAD,BRIDGE TYPE(45-99 TONS) $45.41 1T 5D 8L
CRANES,OVERHEAD,BRIDGE TYPE(100 TONS&OVER) $45.96 1T 5D 8L
CRANES,TOWER CRANE UP TO 175'1N HEIGHT,BASE TO BOOM $45.96 1T 5D 8L
CRANES,TOWER CRANE OVER 175'IN HEIGHT,BASE TO BOOM $46.53 1T 5D 8L
CRUSHERS $44 92 1T 5D 8L
DECK ENGINEER/DECK WINCHES(POWER) $44.92 1T 5D 8L
DERRICK,BUILDING $45.41 1T 5D 8L
DOZERS,0-9&UNDER $44 50 1T 5D 8L
DRILL OILERS-AUGER TYPE,TRUCK OR CRANE MOUNT $44.50 1T 5D 8L
DRILLING MACHINE $44.92 1T 5D 8L
ELEVATOR AND MANLIFT,PERMANENT AND SHAFT-TYPE $42.14 1T 5D 8L
EQUIPMENT SERVICE ENGINEER(OILER) $44.50 1T 5D 8L
FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $44.92 1T 50 8L
FORK LIFTS,(3000 LBS AND OVER) $44.50 1T 5D 8L
FORK LIFTS,(UNDER 3000 LBS) $42.14 1T 5D 8L
GRADE ENGINEER $44.50 1T 5D 8L
GRADECHECKER AND STAKEMAN $42.14 1T 5D 8L
GUARDRAIL PUNCH $44.92 1T 5D 8L
HOISTS,OUTSIDE(ELEVATORS AND MANLIFTS),AIR TUGGERS $44.50 1T 5D 8L
HORIZONTAL/DIRECTIONAL DRILL LOCATOR $44.50 1T 5D 8L
HORIZONTAL/DIRECTIONAL DRILL OPERATOR $44 92 1T 5D BL
HYDRALIFTS/BOOM TRUCKS(10 TON&UNDER) $42.14 1T 5D 8L
HYDRALIFTS/BOOM TRUCKS(OVER 10 TON) $44.50 1T 5D 8L
LOADERS,OVERHEAD(6 YD UP TO 8 YD) $45.41 1T 5D 8L
LOADERS,OVERHEAD(8 YD&OVER) $45.96 1T 5D 8L
LOADERS,OVERHEAD(UNDER 6 YD),PLANT FEED $44.92 1T 5D 8L
LOCOMOTIVES,ALL $44.92 1T 5D 8L
MECHANICS,ALL $45.41 1T 5D 8L
MIXERS,ASPHALT PLANT $44.92 1T 5D 8L
MOTOR PATROL GRADER(FINISHING) $44.92 1T 5D 8L
MOTOR PATROL GRADER(NON-FINISHING) $44.50 1T 5D 8L
MUCKING MACHINE,MOLE,TUNNEL DRILL AND/OR SHIELD $45.41 1T SD 8L
OIL DISTRIBUTORS,BLOWER DISTRIBUTION AND MULCH SEEDING $42.14 1T 5D 8L
OPERATOR
PAVEMENT BREAKER $42.14 1T 5D 8L
PILEDRIVER(OTHER THAN CRANE MOUNT) $44.92 1T 5D 8L
PLANT OILER(ASPHALT,CRUSHER) $44.50 1T 5D 8L
POSTHOLE DIGGER,MECHANICAL $42.14 1T 5D 8L
POWER PLANT $42.14 1T 5D 8L
PUMPS,WATER $42.14 1T 5D 8L
Page 6
KING COUNTY
Effective 03-02-08
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
QUAD 9,D-10,AND HD-41 $45.41 1T 5D 8L
REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $45.41 1T 5D 8L
EQUIP
RIGGER AND BELLMAN $42.14 1T 5D 8L
ROLLAGON $45.41 1T 5D 8L
ROLLER,OTHER THAN PLANT ROAD MIX $42.14 1T 5D 8L
ROLLERS,PLANTMIX OR MULTILIFT MATERIALS $44.50 1T 5D 8L
ROTO-MILL,ROTO-GRINDER $44.92 1T 5D 8L
SAWS,CONCRETE $44.50 1T 5D 8L
SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $44.92 1T 5D 8L
OFF-ROAD EQUIPMENT(UNDER 45 YD)
SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $45.41 1T 5D 8L
OFF-ROAD EQUIPMENT(45 YD AND OVER)
SCRAPERS,CONCRETE AND CARRY ALL $44.50 1T 5D 8L
SCREED MAN $44.92 1T 5D 8L
SHOTCRETE GUNITE $42.14 1T 50 8L
SLIPFORM PAVERS $45.41 1T 5D 8L
SPREADER,TOPSIDE OPERATOR-BLAW KNOX $44.92 1T 5D 8L
SUBGRADE TRIMMER $44.92 1T 5D 8L
TOWER BUCKET ELEVATORS $44.50 1T 50 8L
TRACTORS,(75 HP&UNDER) $44.50 1T 5D 8L
TRACTORS,(OVER 75 HP) $44.92 1T 5D 8L
TRANSFER MATERIAL SERVICE MACHINE $44.92 1T 5D 8L
TRANSPORTERS,ALL TRACK OR TRUCK TYPE $45.41 1T 5D 8L
TRENCHING MACHINES $44.50 1T 5D 8L
TRUCK CRANE OILERIDRIVER(UNDER 100 TON) $44.50 1T 5D 8L
TRUCK CRANE OILERIDRIVER(100 TON&OVER) $44.92 1T 5D 8L
TRUCK MOUNT PORTABLE CONVEYER $44.92 1T 5D 8L
WHEEL TRACTORS,FARMALL TYPE $42.14 1T 5D 8L
YO YO PAY DOZER $44.92 1T 5D 8L
POWER EQUIPMENT OPERATORS-UNDERGROUND SEWER&WATER
(SEE POWER EQUIPMENT OPERATORS)
POWER LINE CLEARANCE TREE TRIMMERS
JOURNEY LEVEL IN CHARGE $35.62 4A 5A
SPRAY PERSON $33.82 4A 5A
TREE EQUIPMENT OPERATOR $34.27 4A 5A
TREE TRIMMER $31.88 4A 5A
TREE TRIMMER GROUNDPERSON $24.03 4A 5A
REFRIGERATION&AIR CONDITIONING MECHANICS
MECHANIC $5541 1G 5A
RESIDENTIAL BRICK&MARBLE MASONS
JOURNEY LEVEL $27.05 1
RESIDENTIAL CARPENTERS
JOURNEY LEVEL $23.47 1
RESIDENTIAL CEMENT MASONS
JOURNEY LEVEL $22.64 1
RESIDENTIAL DRYWALL TAPERS
JOURNEY LEVEL $43.59 1E 5P
RESIDENTIAL ELECTRICIANS
JOURNEY LEVEL $26.24 1
RESIDENTIAL GLAZIERS
JOURNEY LEVEL $31.99 1H 5G
Page 7
1
KING COUNTY
Effective 03-02-08
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
RESIDENTIAL INSULATION APPLICATORS
JOURNEY LEVEL $17.60 1
RESIDENTIAL LABORERS
JOURNEY LEVEL $18.12 1
RESIDENTIAL PAINTERS
JOURNEY LEVEL $18.36 1
RESIDENTIAL PLUMBERS&PIPEFITTERS
JOURNEY LEVEL $22.95 1
RESIDENTIAL REFRIGERATION&AIR CONDITIONING MECHANICS
JOURNEY LEVEL $55.41 1G 5A
RESIDENTIAL SHEET METAL WORKERS
JOURNEY LEVEL(FIELD OR SHOP) $19.48 1
RESIDENTIAL SOFT FLOOR LAYERS
JOURNEY LEVEL $36.08 1B 5A
RESIDENTIAL SPRINKLER FITTERS(FIRE PROTECTION)
JOURNEY LEVEL $31.01 113 5C
RESIDENTIAL TERRAZZO/TILE FINISHERS
JOURNEY LEVEL $26.30 1
RESIDENTIAL TERRAZZOITILE SETTERS
JOURNEY LEVEL $41.96 1M 5A
ROOFERS
JOURNEY LEVEL $36.78 1R 5A
USING IRRITABLE BITUMINOUS MATERIALS $39.78 1R 5A
SHEET METAL WORKERS
JOURNEY LEVEL(FIELD OR SHOP) $51.97 1E 6L
SHIPBUILDING&SHIP REPAIR
BOILERMAKER $31.46 1H 6W
CARPENTER $30.74 1B 6X
ELECTRICIAN $30.37 1B 6X
HEAT&FROST INSULATOR $46.59 1S 5J
LABORER $29.26 1B 6X
MACHINIST $30 29 1B 6X
OPERATOR $30.22 1B 6X
PAINTER $32.34 1B 6X
PIPEFITTER $30.22 1B 6X
RIGGER $30.33 1B 6X
SANDBLASTER $30.22 1B 6X
SHEET METAL $30.48 1B 6X
SHIPFITTER $30.32 1B 6X
TRUCKER $30.17 1B 6X
WAREHOUSE $30.20 1B 6X
WELDER/BURNER $30.32 1B 6X
SIGN MAKERS&INSTALLERS(ELECTRICAL)
SIGN INSTALLER $22.92 1
SIGN MAKER $21.36 1
SIGN MAKERS&INSTALLERS(NON-ELECTRICAL)
SIGN INSTALLER $27.28 1
SIGN MAKER $33.25 1
SOFT FLOOR LAYERS
JOURNEY LEVEL $36.08 1B 5A
SOLAR CONTROLS FOR WINDOWS
JOURNEY LEVEL $12.44 1 5S
Page 8
KING COUNTY
Effective 03-02-08 .
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
SPRINKLER FITTERS(FIRE PROTECTION)
JOURNEY LEVEL $55.64 1X 5C
STAGE RIGGING MECHANICS(NON STRUCTURAL)
JOURNEY LEVEL $13.23 1
SURVEYORS
CHAIN PERSON $9.35 1
INSTRUMENT PERSON $11.40 1
PARTY CHIEF $13.40 1
TELECOMMUNICATION TECHNICIANS
TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $22.76 1
TELEPHONE LINE CONSTRUCTION-OUTSIDE
CABLE SPLICER $30.66 2B 5A
' HOLE DIGGER/GROUND PERSON $17.19 2B 5A
INSTALLER(REPAIRER) $29.41 2B 5A
JOURNEY LEVEL TELEPHONE LINEPERSON $28.53 2B 5A
SPECIAL APPARATUS INSTALLER 1 $30.66 26 5A
SPECIAL APPARATUS INSTALLER II $30.05 2B 5A
TELEPHONE EQUIPMENT OPERATOR(HEAVY) $30.66 2B 5A
TELEPHONE EQUIPMENT OPERATOR(LIGHT) $28.53 2B 5A
TELEVISION GROUND PERSON $16.31 2B 5A
TELEVISION LINEPERSON/INSTALLER $21.68 2B 5A
TELEVISION SYSTEM TECHNICIAN $35.78 2B 5A
TELEVISION TECHNICIAN $23.19 2B 5A
TREE TRIMMER $28.53 2B 5A
TERRAZZO WORKERS&TILE SETTERS
JOURNEY LEVEL $41.96 1M 5A
TILE, MARBLE&TERRAZZO FINISHERS
FINISHER $35.79 1B 5A
TRAFFIC CONTROL STRIPERS
JOURNEY LEVEL $36.40 1K 5A
TRUCK DRIVERS
ASPHALT MIX(TO 16 YARDS) $41.19 1T 5D 8L
ASPHALT MIX(OVER 16 YARDS) $41.90 1T 5D 8L
DUMP TRUCK $41.19 1T 5D 8L
DUMP TRUCK&TRAILER $41.90 1T 5D 8L
OTHER TRUCKS $41.90 1T 5D 8L
TRANSIT MIXER $23.45 1
WELL DRILLERS&IRRIGATION PUMP INSTALLERS
IRRIGATION PUMP INSTALLER $17.71 1
OILER $12.97 1
WELL DRILLER $18.00 1
Page 9
BENEFIT CODE KEY-EFFECTIVE 03-02-08
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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.
I 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 ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO 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 WORKED 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.
J. THE FIRST TWO(2) HOURS AFTER EIGHT(8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN
(10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL
HOURS WORKED OVER TEN (10) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE
PAID AT DOUBLE THE HOURLY RATE OF WAGE.
K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY
RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
L. 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.
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.
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.
BENEFIT CODE KEY-EFFECTIVE 03-02-08
-2-
1. Q. THE FIRST TWO(2) HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN (10)
HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE
ALL HOURS WORKED IN EXCESS OF TEN(10)HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS
WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY"
RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE-HALF TIMES THE
HOURLY RATE OF WAGE.
R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
S. THE FIRST TWO(2)HOURS AFTER EIGHT(8)REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST EIGHT
(8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL
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
T. WORK PERFORMED IN EXCESS OF EIGHT(8)HOURS OF STRAIGHT TIME PER DAY,OR TEN(10)HOURS OF STRAIGHT
TIME PER DAY WHEN FOUR TEN(10)HOUR SHIFTS ARE ESTABLISHED,OR FORTY(40)HOURS OF STRAIGHT TIME
PER WEEK, MONDAY THROUGH FRIDAY, OR OUTSIDE THE NORMAL SHIFT, AND ALL WORK ON SATURDAYS
SHALL BE PAID AT TIME AND ONE-HALF THE STRAIGHT TIME RATE.HOURS WORKED OVER TWELVE HOURS(12)
IN A SINGLE SHIFT AND ALL WORK PERFORMED AFTER 6:00 PM SATURDAY TO 6:00 AM MONDAY AND HOLIDAYS
SHALL BE PAID AT DOUBLE THE STRAIGHT TIME RATE OF PAY. THE EMPLOYER SHALL HAVE THE SOLE
DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES. PRIMARY CONSIDERATION FOR OVERTIME WORK
SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME
SITUATIONS. AFTER AN EMPLOYEE HAS WORKED EIGHT (8) HOURS AT AN APPLICABLE OVERTIME RATE, ALL
ADDITIONAL HOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS
HAD A BREAK OF EIGHT(8)HOURS OR MORE..
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
HOURLYRATE OF WAGE.
V. ALL HOURS WORKED ON SATURDAYS,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.
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.
A. THE FIRST SIX (6)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF
WAGE. ALL HOURS WORKED IN EXCESS OF SIX(6)HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS
AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE
ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE
D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY
RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME IN
ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS ON HOLIDAYS SHALL BE
PAID ATONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
E ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS(EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE-
HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE
PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
F. THE FIRST EIGHT(8)HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE
IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS ON HOLIDAYS SHALL
BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
BENEFIT CODE KEY-EFFECTIVE 03-02-08
-3-
G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS
WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE
INCLUDING HOLIDAY PAY.
H. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS
WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE
2. 1 ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS(EXCEPT LABOR DAY)SHALL BE PAID AT ONE AND ONE-
HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE
PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
J. ALL HOURS WORKED ON SUNDAYS 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 THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE
HOURLY RATE OF WAGE.
K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO
THE HOLIDAY PAY.
M. ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE
OF WAGE.
0. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY
RATE OF WAGE.
P. THE FIRST EIGHT(8)HOURS ON 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 SATURDAY AND ALL HOURS WORKED ON
SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE.
Q. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE.
4A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT i
DOUBLE
THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT
DOUBLE THE HOURLY RATE OF WAGE.
HOLIDAY CODES
5. A. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY
AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7)
B. HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,FRIDAY
AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS,AND CHRISTMAS DAY(8).
C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8).
D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE
FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8).
E. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, PRESIDENTIAL
ELECTION DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8).
F. 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,AND CHRISTMAS DAY(11).
G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY,THE
LAST WORK DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(7).
H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER
THANKSGIVING DAY,AND CHRISTMAS(6).
1. HOLIDAYS. NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND
CHRISTMAS DAY(6).
J. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER
THANKSGIVING DAY,CHRISTMAS EVE DAY,AND CHRISTMAS DAY(7).
BENEFIT CODE KEY-EFFECTIVE 03-02-08
-4-
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).
M. HOLIDAYS: NEW YEAR'S DAY,MARTIN LUTHER KING JR. DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR
DAY,THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS AND CHRISTMAS
DAY(9).
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)
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).
5. S. PAID HOLIDAYS: NEW YEAR'S DAY,PRESIDENTS'DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,
THANKSGIVING DAY,AND CHRISTMAS DAY(7).
T. PAID HOLIDAYS: NEW YEAR'S DAY,WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR
DAY,THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,AND THE DAY BEFORE OR
AFTER CHRISTMAS(10).
U PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY,
INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY,AND CHRISTMAS DAY(8).
V. PAID HOLIDAYS: SIX(6)PAID HOLIDAYS.
W. PAID HOLIDAYS: NINE(9)PAID HOLIDAYS.
X. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY AFTER 2080
HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY,CHRISTMAS DAY AND A FLOATING HOLIDAY(8).
Y. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION
DAY,THANKSGIVING DAY,THE FRIDAY FOLLOWING THANKSGIVING DAY,AND CHRISTMAS DAY(8).
Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY,
THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8).
6. A. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(8).
B. PAID HOLIDAYS•NEW YEAR'S EVE DAY,NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,
THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS EVE'S DAY,AND CHRISTMAS DAY(9).
C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY,THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND
CHRISTMAS DAY(9).
D PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,THE DAY BEFORE OR THE DAY
AFTER CHRISTMAS DAY(9).
E. PAID HOLIDAYS. NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL
DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS
DAY,AND A HALF-DAY ON CHRISTMAS EVE DAY. (9 1/2).
F. PAID HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY,
INDEPENDENCE DAY,LABOR DAY,VETERANS'DAY,THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY,
AND CHRISTMAS DAY(11).
BENEFIT CODE KEY-EFFECTIVE 03-02-08
-5-
G. PAID HOLIDAYS• NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, PRESIDENTS' DAY, MEMORIAL DAY,
INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING
DAY, CHRISTMAS DAY,AND CHRISTMAS EVE DAY(11).
H. PAID HOLIDAYS• NEW YEAR'S DAY,NEW YEAR'S EVE DAY,MEMORIAL DAY,INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY,THE DAY AFTER CHRISTMAS,AND A
FLOATING HOLIDAY(10).
I PAID HOLIDAYS: NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING
DAY,FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(7).
J. 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).
L. 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)
Q. PAID HOLIDAYS. NEW YEAR'S DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,VETERANS DAY,
THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY(8). UNPAID HOLIDAY_
PRESIDENTS'DAY.
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).
U. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY,
LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE
CHRISTMAS DAY,CHRISTMAS DAY(9).
V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING
DAY, DAY AFTER THANKSGIVING DAY,CHRISTMAS EVE DAY,CHRISTMAS DAY, AND ONE DAY OF THE
EMPLOYEE'S CHOICE(9).
W. PAID HOLIDAYS: NEW YEAR'S DAY,DAY BEFORE NEW YEAR'S DAY,PRESIDENTS DAY,MEMORIAL DAY,
INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY,CHRISTMAS
DAY,DAY BEFORE OR AFTER CHRISTMAS DAY(10).
X. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY,
MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,THANKSGIVING DAY, DAY AFTER THANKSGIVING
DAY,CHRISTMAS DAY,DAY BEFORE OR AFTER CHRISTMAS DAY,EMPLOYEE'S BIRTHDAY(11)
NOTE CODES
8. A. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO
THE HOURLY WAGE AND FRINGE BENEFITS,THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET
OR MORE:
OVER 50'TO 100'-$1.00 PER FOOT FOR EACH FOOT OVER 50 FEET
OVER 100'TO 175'-$2.25 PER FOOT FOR EACH FOOT OVER 100 FEET
OVER 175'TO 250'-$5.50 PER FOOT FOR EACH FOOT OVER 175 FEET
OVER 250'-DIVERS MAY NAME THEIR OWN PRICE,PROVIDED IT IS NO LESS THAN THE SCALE LISTED
FOR 250 FEET
C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO '
THE HOURLY WAGE AND FRINGE BENEFITS,THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET
OR MORE:
OVER 50'TO 100'-$1.00 PER FOOT FOR EACH FOOT OVER 50 FEET
OVER 100'TO 150'-$1.50 PER FOOT FOR EACH FOOT OVER 100 FEET
OVER 150'TO 200'-$2.00 PER FOOT FOR EACH FOOT OVER 150 FEET
OVER 200'-DIVERS MAY NAME THEIR OWN PRICE
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.
BENEFIT CODE KEY-EFFECTIVE 03-02-08
-6-
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.
9 A. SHIFT DIFFERENTIAL: SWING FROM 4:30 PM TO I AM IS WAGE PLUS 17.3%
GRAVEYARD FROM 1230 AM TO 9:00 AM IS WAGE PLUS 31.4%
B. SHIFT DIFFERENTIAL: SWING FROM 4:30 PM TO 12:30 AM IS WAGE PLUS 10%FOR 7 11 HOURS WORKED
GRAVEYARD FROM 12.30 AM TO 9:00 AM IS WAGE PLUS 15%7 HOURS WORKED
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K�NT� Please Fill in all AppficabC�`:Bai
W A.SNLN GTOW This�form miust,be:printeal cur er paper
Routing Information (ALL REQUESTS MUST FIRST BE ROUTED THROUGH THE LAW DEPARTMENT)
Originator: Joe Fielding Phone (Originator): 5518
Date Sent: 9/11/08 Date Required: 9/18/08
Return Signed Document to: Nancy Yoshitake CONTRACT TERMINATION DATE: 45 working days
VENDOR NAME: Archer Construction, Inc. DATE OF COUNCIL APPROVAL: 9/2/08
Brief Explanation of Document:
The attached construction agreement is for the 81 st Avenue S. Storm Drain Revisions project which consists of the
installation of storm sewer pipe along 81 st Ave.S. and installation of a check valve in a catch basin on 84th Ave. S.
All Contracts Must B ut " =3, Department
(This Area to be Completed By the Law Department)
Received: SEP [uU�
Approval of Law Dept.: T% .N LAVVDEPT
Law Dept. Comments: I I IL—, 1,
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Date Forwarded to Mayor: tj �J ;
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Shaded Areas to Be Completed by Administration Staff
Received: ;r,.
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Recommendations`&Comments: ? - "�" � ' ,►/��
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Disposition: fhb
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Date Returned:
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