HomeMy WebLinkAboutContract aw
Award Date: July 14, 2008 CAG-08-090
Awarded to: Shoreline Construction Co.
P.O. Box 358
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Woodinville , WA 98072
Award Amount: $1 ,071 ,007 .84
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Bidding Requirements, City of Renton
Forms, Contract Forms, Conditions of
the Contract, Plans and Specifications
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City of Renton
Construction of:
WHITE FENCE RANCH
SANITARY SEWER EXTENSION
PROJECT NO. WWP-27-3432
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City of Renton
1055 South Grady Way
Renton, WA 98057
Project Manager: John Hobson (425)430-7279
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CITY OF RENTON
RENTON, WASHINGTON
CONTRACT DOCUMENTS
for the
WHITE FENCE RANCH SANITARY SEWER EXTENSION
PROJECT NO. WWP-27-3432
May, 2008
BIDDING REQUIREMENTS
CONTRACT FORMS
CONDITIONS OF THE CONTRACT
SPECIFICATIONS
PLANS
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�SSIONAL
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City of Renton
1055 So Grady Way
Renton, WA 98057
White Fence Ranch Sanitary Sewer Extension
Responsible Officer:
Alec Andry 206-571-3572 Cell
11019 - 33rd Dr SE 425-357-8839 Home
Everett, WA 98208
Job Foreman:
Don Beck 206-571-7330 Cell
+.+ 8814 - 19th St West 253-564-1899 Home
University Place, WA 98466
Bonding Agent:
Jim Binder 206-676-4204 Office
Propel Insurance
925 4th Ave, Ste 3200
Seattle, WA 98104-1159
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s DEPARTMENT OF LABOR AND INDUSTRIES
a REGISTERED AS PROVIDED BY AS
CONST CONT GENERAL
REGIST. # EXP. DATE
► CCOI SHOREC*374N0 10/01/12008'
EFFECTIVE DATE 08/20/1963
SHORELINE CONST CO
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WOODINVILLE WA 98072 i
401 1-62sAo52-WO(8/97>
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-y o CITY OF RENTON BUSINESS LICENSE Expiration Date
Y- Finance Division 12/31/2008
1055 South Grady Way
� N,FO Renton, WA 98057 Issued Date: License#
(425)430-5'851 10/10/2007 BL.022527
Business Location
Billing Code: ocl_a
PO BOX 358"
WOODINVILLE,WA 98072 Licensee has applied for a City of Renton
business license in accordance with Renton
Municipal Code(the Code), Title V Business,
Chapter 5 Business Licenses. The Licensee
SHORELINE CONSTRUCTION CO agrees to comply with all requirements of the
PO DX 358
PO BOX VILE, WA 9so72 Code, as well as State laws and regulations
applicable to the business activity licensed.
Post this License at the place of business.
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CITY OF RENTON
WWP-27-3432
White Fence Ranch Sanitary Sewer Extension
CONTRACT DOCUMENT TABLE OF CONTENTS
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Summary of Fair Practices Policy
Summary of Americans with Disability Act Policy
Scope of Work
Vicinity Map
Instructions to Bidders
Call for Bids
*Proposal &Combined Affidavit&Certificate Form:
Non-Collusion
Anti-Trust Claims
Minimum Wage Form
*Dept. of Labor and Industies Certificate of Registration
*Bid Bond Form
arr *Schedule of Prices
❖Bond to the City of Renton
❖Fair Practices Policy Affidavit of Compliance
aw ❖Contract Agreement(Contracts other than Federal -Aid FHWA)
❖City of Renton Insurance Information Form
❖City of Renton Standard Endorsement Form
Prevailing Minimum Hourly Wage Rates (New job classifications)
Statement of Intent to Pay Prevailing Wages
Affidavit of Prevailing Wages Paid
r Certificate of Payment of Prevailing Wages
WSDOT Amendments
Special Provisions
Geotechnical Report
Standard Plans
Documents marked as follows must be submitted at the time noted and must be executed by the Contractor,
" President and Vice President or Secretary if corporation by-laws permit. All pages must be signed. In the
event another person has been duly authorized to execute contracts, a copy of the corporation minutes
establishing this authority must be attached to the bid document.
* Submit with Bid
❖ Submit at Notice of Award
CITY OF RENTON
Planning/Building/Public Works Department
1055 South Grady Way
wo Renton,Washington 98057
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CITY OF RENTON
SUMMARY OF FAIR PRACTICES POLICY
ADOPTED BY RESOLUTION NO. 3 2 2 9
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It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens
and to ensure equal employment opportunity to all persons without regard to race, color,national origin,
ethnic background, gender, marital status, religion, age or disability, when the City of Renton can
reasonably accommodate the disability, of employees and applicants for employment and fair, non-
discriminatory treatment to all citizens. All departments of the City of Renton shall adhere to the
following guidelines:
(1) EMPLOYMENT PRACTICES -The City of Renton will ensure all employment related
activities included recruitment, selection, promotion, demotion, training, retention and
separation are conducted in a manner which is based on job-related criteria which does
not discriminate against women, minorities and other protected classes. Human
resources decisions will be in accordance with individual performance, staffing
requirements, governing civil service rules, and labor contract agreements.
r (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton
will cooperate fully with all organizations and commissions organized to promote fair
practices and equal opportunity in employment.
(3) AFFIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and
Equal Employment Program will be maintained and administered to facilitate equitable
representation with the City work force and to assure equal employment opportunity to
all. It shall be the responsibility of elected officials, the Mayor, the Affirmative Action
Officer, department administrators, managers, supervisors, Contract Compliance
Officers and all employees to carry out the policies, guidelines and corrective measures
set forth in the Affirmative Action Plan and Equal Employment Program.
(4) CONTRACTORS' OBLIGATIONS - Contractors, sub-contractors, consultants and
suppliers conducting business with the City of Renton shall affirm and subscribe to the
Fair Practices and Non-discrimination policies set forth by the law and in the City's
Affirmative Action Plan and Equal Employment Program.
Copies of this policy shall be distributed to all City employees, shall appear in all operational
documentation
of the City,including bid calls, and shall be prominently displayed in appropriate city facilities.
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CONCURRED IN by the City Council of the City of RENTON,Washington,this 7trday of October, 1996.
CITY OF RENTON: RENTON CITY COUNCIL:
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Mayor Council President
Attest: ` \
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City Cler}
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' CITY OF RENTON
SAY OFAXJMCANS WITH DISABn.177F:C ACT POLICY
ADOPTED BYRESOLUTIONNO. 3007
The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure
w employment opportunity to persons with disabilities, when the City of Renton can reasonably accommodate the
disability. This policy shall be based on the principles of equal employment opportunity, the Americans With
Disabilities Act and other applicable guidelines as set forth in federal, state and local laws. All departments of the City
ow of Renton shall adhere to the following guidelines:
(1) EMPLOYMENT PRA CES - All activities relating to employment such as
recruitment, selection,promotion, termination and training shall be conducted in a non-
so discriminatory manner. Personnel decisions will be based on individual performance,
staffing requirements, and in accordance with the Americans With Disabilities Act and
other applicable laws and regulations.
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(2) COOPERATION WTIH HUMAN RIGHTS ORGANIZATIONS - The City of
Renton will cooperate fully with all organizations and commissions organized to
promote fair practices and equal opportunity for persons with disabilities in
employment and receipt of City services,activities and programs.
(3) AMERICANS WITH DISABTLTTTES ACT POLICY-The City of Renton Americans
With Disabilities Act Policy will be maintained to facilitate equitable representation
within the City work force and to assure equal employment opportunity and equal
access to City services, activities and programs to all people with disabilities. It shall r be the responsibility and the duty of all City officials and employees to carry out the
policies and guidelines as set forth in this policy
wr (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors, consultants and
suppliers conducting business with the City of Renton shall abide by the requirements
of the Americans With Disabilities Act and promote access to services, activities and
programs for people with disabilities.
Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City,
including bid calls, and shall be prominently displayed in appropriate City facilities.
CONCURRED 1N by the City Council of the City of Renton, Washington,
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this 4th day of October 1993.
C RENTON RENTON CITY COUNCIL:
Mayor ouacil President
Attest:
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City Cleric
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WWP-27-3432
White Fence Ranch Sanitary Sewer Extension
SCOPE OF WORK
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The work involved under the terms of this contract document shall be full and complete installation of the
facilities, as shown on the plans and as described in the construction specifications, to include but not be
limited to:
Installation of approximately 4,798 linear feet of 8" diameter PVC sanitary sewer pipe, 3,470 linear feet of 6"
diameter PVC sanitary side sewer pipe, 12 sanitary sewer manholes, associated asphalt street restoration, and
associated landscape restoration. Excavations for the sanitary sewer will range between 5 feet and 11 feet.
Any contractor connected with this project shall comply with all Federal, State, County, and City codes and
.r regulations applicable to such work and perform the work in accordance with the plans and specifications of
this contract document. A total of 90 working days will be allowed for the completion of this project.
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WHITE FENCH RANCH SANITARY SEWER
VICINITY MAP
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we INSTRUCTIONS TO BIDDERS
1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City
Clerk,Renton City Hall,until the time and date specified in the Call for Bids.
At this time the bids will be publicly opened and read, after which the bids will be considered and the
award made as early as practicable.
No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be
submitted on the forms attached hereto.
2 Any omissions, discrepancies or need for interpretation should be brought, in writing, to the attention
of the Project Engineer. Written addenda to clarify questions that arise may then be issued.
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No oral statements by Owner, Engineer, or other representative of the owner shall, in any way, modify
the contract documents,whether made before or after letting the contract.
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3 The work to be done is shown in the plans and/or specifications. Quantities are understood to be only
approximate. Final payment will be based on actual quantities and at the unit price bid. The City
VW reserves the right to add or to eliminate portions of that work as deemed necessary.
4. Plans may be examined and copies obtained at the Public Works Department Office. Bidders shall
dr satisfy themselves as to the local conditions by inspection of the site.
5. The bid price for any item must include the performance of all work necessary for completion of that
item as described in the specifications.
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6. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of
errors, the unit price bid will govern. Illegible figures will invalidate the bid.
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7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed
advantageous to the City to do so.
8. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance
of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany
go each bid proposal. Checks will be returned to unsuccessful bidders immediately following the
decision as to award of contract. The check of the successful bidder will be returned provided he
enters into a contract and furnishes a satisfactory performance bond covering the full amount of the
work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse to
do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure.
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9. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the
City may request further information on particular points.
10. The bidder shall, upon request, furnish information to the City as to his financial and practical ability
to satisfactorily perform the work.
11. Payment for this work will be made in Cash Warrants.
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12. The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's
compensation, public liability, and property damage as indicated on forms enclosed under Attachment
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Revised:04/06 bh
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• 13. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart
type construction schedule for the project.
14 Before starting work under this contract, the Contractor is required to supply information to the City of
Renton on all chemical hazards Contractor is bringing into the work place and potentially exposing
City of Renton Employees.
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15. Payment of retainage shall be done in accordance with Section 1-09.9(1) "Retainage.
16. Basis For Approval
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The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive
bidder. The bidder shall bid on all bid schedules items of all schedules set forth in the bid forms to be
considered responsive for award. The total price of all schedules will be used to determine the
successful low responsive bidder.
+�► Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the Bid
to meet the needs of the City. The intent is to award to only one BIDDER.
17. Trench Excavation Safety Systems
As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a
depth of four feet, any contract therefor shall require adequate safety systems for the trench excavation
that meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW.
These requirements shall be included in the Bid Schedule as a separate item. The costs of trench
safety systems shall not be considered as incidental to any other contract item and any attempt to
.r include the trench safety systems as an incidental cost is prohibited.
18. Payment of Prevailing Wages
In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or
supplemented herein, there shall be paid to all laborers, workmen or mechanics employed on this
contract the prevailing rate of wage for an hour's work in the same trade or occupation in the area of
work regardless of any contractual relationship which may exist, or be alleged to exist, between the
CONTRACTOR and any laborers,workmen, mechanics or subconsultants.
The most recent issue of the prevailing wage rates are included within these specifications under
section titled "Prevailing Minimum Hourly Wage Rates". The Contractor is Responsible for obtaining
updated issues of the prevailing wage rate forms as they become available during the duration of the
contract. The wage rates shall be included as part of any subcontracts the Contractor may enter into
for work on this project.
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19. Pollution Control Requirements
Work under this contract shall meet all local, state and federal requirements for the prevention of
environmental pollution and the preservation of public natural resources. The CONTRACTOR shall
conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall
comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in
performance of the work. The CONTRACTOR shall also comply with Article 4 in the Puget Sound
Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos
materials.
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20. Standard Specifications
All work under this contract shall be performed in accordance with the following standard
specifications except as may be exempted or modified by the City of Renton Supplemental
Specifications, Special Provisions other sections of these contract documents. These standard
specifications are hereby made a part of this contract and shall control and guide all activities within
this project whether referred to directly,paragraph by paragraph, or not.
1. WSDOT/APWA"2008 Standard Specifications for Road,Bridge and Municipal Construction"
and "Division 1 APWA Supplement" hereinafter referred to by the abbreviated title "Standard
Specifications."
A. Any reference to "State," "State of Washington," "Department of Transportation,"
"WSDOT," or any combination thereof in the WSDOT/APWA standards shall be modified
to read "City of Renton," unless specifically referring to a standard specification or test
method.
B. All references to measurement and payment in the WSDOT/APWA standards shall be
` detected and the measurement and payment provisions of Section 1-09.14,Measurement
and Payment(added herein) shall govern.
21. If a soils investigation has been completed, a copy may be included as an appendix to this document.
If one has not been provided for this project by the City or Engineer, the Bidders shall familiarize
themselves adequately with the project site and existing subsurface condition as needed to submit their
err bid. Upon approval of the City, the Bidder may make such subsurface explorations and investigations
as they see fit. The Bidder shall be responsible for protection of all existing facilities, utilities and
other buried or surface improvements and shall restore the site to the satisfaction of the City.
22 Bidder's Checklist
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❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached index
are included in their copy of the bid specifications. If documents are missing, it is the sole
responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to
bid opening time.
❑ Have you submitted, as part of your bid, all documents marked in the index as "Submit With Bid"?
❑ Has bid bond or certified check been enclosed?
❑ Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales tax?
❑ Has the proposal been signed?
❑ Have you bid on ALL ITEMS and ALL SCHEDULES?
❑ Have you submitted the Subcontractors List(If required)
❑ Have you reviewed the Prevailing Wage Requirements?
❑ Have you certified receipt of addenda, if any?
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❑ Have you submitted the Dept. of Labor&Industries Certificate of Registration form?
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CAG-08-090
CITY OF RENTON
CALL FOR BIDS
WWP-27-3432
White Fence Ranch Sanitary Sewer Extension
Sealed bids will be received until 2:30 p.m., Tuesday,July 1, 2008, at the City Clerk's office, 7th floor,
and will be opened and publicly read in conference room 511 on the fifth floor, Renton City Hall,
1055 South Grady Way, Renton WA 98057.
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The work to be performed within 90 working days from the date of commencement under this contract
shall include, but not be limited to:
Installation of approximately 4,798 linear feet of 8" diameter PVC sanitary sewer pipe, 3,470 linear
feet of 6"diameter PVC sanitary side sewer pipe, 12 sanitary sewer manholes, associated asphalt street
restoration, and associated landscape restoration. Excavations for the sanitary sewer will range
between 5 feet and I 1 feet.
The City reserves the right to reject any and/or all bids and to waive any and/or all informalities.
Bid documents will be available June 17, 2008. Plans, specifications, addenda, and the plan holders
list for this project are available on-line through Builders Exchange of Washington, Inc., at
http://www.bxwa.com. Click on "bxwa.com'; "Posted Projects", "Public Works", "City of Renton" ,
"Projects Bidding". (Note: Bidders are encouraged to "Register as a Bidder," in order to receive
automatic email notification of future addenda and to be placed on the" Bidders List.")
If a bidder has any questions regarding the project, please contact the Project Manager, John Hobson
• at 1055 South Grady Way, Renton, WA 98057 or(425)430-7279.
A certified check or bid bond in the amount of five percent (5%) of the total of each bid must
accompany each bid.
The City's Fair Practices,Non-Discrimination, and Americans with Disability Act Policies shall apply.
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Michele Neumann, Deputy City Clerk
Published:
Daily Journal of Commerce June 17, 2008
Daily Journal of Commerce June 24, 2008
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CITY OF RENTON
WWP-27-3432
White Fence Ranch Sanitary Sewer Extension
TO THE CITY OF RENTON
RENTON, WASHINGTON
Ladies and/or Gentlemen:
,r The undersigned hereby certify that the bidder has examined the site of the proposed work and have read
and thoroughly understand the plans, specifications and contract governing the work embraced in this
improvement, and the method by which payment will be made for said work, and hereby propose to
undertake and complete the work embraced in this improvement, or as much thereof as can be completed
with the money available, in accordance with the said plans, specifications and contract and the following
schedule of rates and prices:
(Note: Unit prices for all items, all extensions, and
total amount of bid should be shown. Show unit
prices both in writing and in figures.)
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The undersigned certifies and agrees to the following provisions:
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NON-COLLUSION AFFIDAVIT
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Being duly sworn, deposes and says, that he 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 or 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 or to
any other person any advantage over other Bidder or Bidders.
AND
CERTIFICATION RE: ASSIGNMENT OF
ANTI-TRUST CLAIMS TO PURCHASER
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Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust
violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any
and all claims for such over-charges as to goods and materials purchased in connection with this order or
contract, except as to overcharges resulting from anti-trust violations commencing after the date of the bid,
quotation, or other event establishing the price under this order or contract. In addition, vendor warrants
and represents that such of his suppliers and subcontractors shall assign any and all such claims to
rr purchaser, sutject to the aforementioned exception.
AND
MINIMUM WAGE AFFIDAVIT FORM
1, the undersigned, having been 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
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Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
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minimum rate of wages 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: PROPOSAL, NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO
PURCHASER AND MINIMUM WAGE AFFIDAVIT
Shoreline Construction Co
Name of Bidder's Firm
Printed Name Dou J zuki
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175 — 16th St SE
Addr s: p 0 Box 358
Woodinville, WA 98072-0358
Names of Members of Partnership:
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Name of President of Corporation Souglas J Suzuki
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Corporation Organized under the laws of Washington
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With Main Office in State of Washington at 8315 — 216th St SE, Woodinville, WA
Subscribed and sworn to before m`.QVttlk[lt►►}r�; _day of July 20 08
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DEC 9NZ Notary Pid6lic in and for the State of Washington
S n�A `�10 2; Notary (Print) Margo K Faccini
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�12�jgo�`; My appointment expires: 12/11/10
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
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Department of Labor and Industries
Certificate of Registration
Name on Registration: Shore]_ine Construction Co
Registration Number: 114,129-0
Expiration Date: 10/01/08
Note: A copy of the certificate will be requested as part of contract execution ,NTheii project is
awarded.
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DEPARTMENT OF LABOR AND INDUSTRIES j
REGISTERED AS PROVIDED BY AS
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CONST CONT GENERAL
DATE
CCO'-1 ;51!QREC*374NO 10/61/2008
E)~FECTTVE DATE 08/20/1963
� POOBOXI358CONST CO
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1`025-052-000(8/97) I�
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Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
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BID BOND FORM
IIerewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of
S 5% of Bid Amount which amount is not less than five percent of the total bid.
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Signature
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Know All Men by These Presents:
That we, Shoreline Construction Co. as Principal, and
Travelers Casualty * as Surety, are held and firmly bound unto the City of Renton, as
Obligee,in the penal sum of Five Percent ( 5%) Of Bid**Dollars, for the payment of which
the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns,
jointly and severally,by these presents. *and Surety Company of America **Amount
The condition-of this obligation is such that if the Obligee shall make any award to the Principal for
White Fence Ranch *** according to the terms of the proposal or bid made by the Principal
so therefore, 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 to do so, pay and
,m forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall
be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay
and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond.
sue' ***Sanitary Sewer Extension
SIGNED, SEALED AND DATED THIS 1 DAY OF Jul °` ' 200 8 .
go Sho e1 ' ne Z' t cn Co.
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Travelers Casualty and Surety Company of
Surety America
By: {
Received return of deposit in the sum of$ Ann;—E. Strieby, Attorney—In—Fact
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)vided to Builders Exchange of WA,Inc.For usage Conditions Agreement see vwwv.bxwa.com-Always Verify Scale
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WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
POWER OF ATTORNEY
TRAVELERSJ Farmington Casualty Company St.Paul Guardian Insurance Company
Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company
Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
Seaboard Surety Company Travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
Attorney-In Fact No. 219980 Certificate No. 002410859 n
bill KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul
Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws
of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are
corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the
i laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and
Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that
the Companies do hereby make,constitute and appoint
Eric Zimmerman, Karen Swanson,Brent E.Heilesen,Anne E.Strieby,James B.Binder,Peter J.Comfort,Jennifer L.Snyder, Lisa Kerstetter,Julie R.
McGee,Kami C.Allen,Peggy A. Firth,A.Noreen Jacobsen,Tamarie Ellingsen,and Steve Marinkovich
of the City of Tacoma State of Washington their true and lawful Attorney(s)-in-Fact,
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each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and
other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of
contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
IN WITNESS WHEREOF,the Compninhave caused this instrument to be signed and their corporate seals to be hereto affixed,this 2nd
day of
June l/
Farmington Casualty Company St.Paul Guardian Insurance Company
Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company
Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
Seaboard Surety Company Travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
OV'P•Og/r {�' L� 7F p 'I x Tf
jjCOQFORATf m
CONN. < F41RiF6N,r! <
t .. :n; i o: CONN. CONtI R N
�bcr" as 19Jr m9Oy� 9� 0, SEAG,�o, 'oa:SEAL,.D t
OF Nt'N °MF ui uw
State of Connecticut By:
City of Hartford ss. Georg Thompson, enior ice President
2nd June 2008
On this the day of ,before me personally appeared George W.Thompson,who acknowledged himself
to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc.,
Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers
Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company, and that he, as such,being
authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
In Witness Whereof,I hereunto set my hand and official seal.
My Commission expires the 30th day of June,2011. * �IIBUG * Marie C.Tetreault,Notary Public
7 58440-5-07 Printed in U.S.A.
vp WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
�r.
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
SCHEDULE OF PRICES
WHITE FENCE RANCH SANITARY SEWER EXTENSION
(Note: Unit prices for all items, all extentions,and total amount of bid must be shown. Show unit prices in both words and figures
and where conflictconflict occurs the written or typed words shall prevail.)
ITEM APPROX. ITEM WITII UNIT PRICED BID UNIT PRICE, AMOTNT
NO. QUANTITY (Unit Prices to be Written in Words) Dollars Cts. Dollars Cts.
001. 1 Mo >lization & DemgJ ization
Lump Sum 46:g .,i f�-'� �� l L
per Lump Suf (word ) figures
002. 1 Trenc xcav Safety Systems1
Lump Sum S &W /,JQU54A p ,,G�Gt.,wOBJ
per Lump Sum (words)
figures
do 003. 1 Con ruction Sig, Staking, and As-Builts
Lump Sum $ FTc� 1.NotdfA�clo �Gc./J� l .00 /✓l • t�
per Lump Sum (words) gures
004. 1 Traffi Control
Lump Sum $ T ,��� ,Z144,idf J •Oi 0 0• O
per Lurvif Sum (words) figures
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005. 1 T emmWrq;y,�sion/SedimentM41_gV Controls
Lump Sum $�d /�jt�S At�O O .M o On
per Lump um (words) figures
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006. 1 Land ape Res ation
Lump Sum $ 1Iz /ri,L� Aclo /`� GG�,G� apt7• C� „�!
per Lump Sum (words) figures IF
007. 1 DeWaterinI
Lump Sum $ [i �iSLA.�g.O�ap � Z4-4AJ 4 ODQ O o.
per Lump Sum (words) figures
008. 4,798 Teley' on Inspe tion of Sanitary Sewers
Linear Foot $�0 11 - �� 0.
per Linear Foot (words) figures
009. 4,798 8" PVC Sewer PI'e
Linear Foot $_Sde& py 1A �2e� 7�r•Ol7 2!j• .C%3
per Linea oot (words) figures
010. 3,470 6' PV Side Se er Pipe
Linear Foot $ y —.19D. ak D • al
per Linp r Foo (words) figures
011. 11 48" nary Sewer anhole
rrr Each $ �� / /p,Q�-D tt,ALi 4500.
er ac (words) figures
012. 1 54" Manhole
Each $ /1r0 zAb- '14th -Y�1 •Dl7 .�
per Each (words) figures
im
Page 1
iw
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
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CITY OF RENTON
PUBLIC WORKS DEPARTMENT
SCHEDULE OF PRICES
WHITE FENCE RANCH SANITARY SEWER EXTENSION
(Note 'Unit prices for all items, all extentions, and total amount of bid must be shown. Show unit prices in both words and figures
and where conffictconflict occurs the written or typed words shall prevail.)
TFM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY (Unit Prices to be Written in Words) Dollars Cts. Dollars Cts.
013. 3 Con�t New Existing Sewe anhole
Each �
Off•
per Each (words) figures
014. 500 Removal and eplacaement of Unsuitable Foundation
Ton $ [m)J., ✓ /�`7/, .AP &D
per Ton (words) figures
015. 13,400 Selec orted Trench Backfill
Ton $
per Ton (wore figures
016. 6,300 Asphalt tc Including CSTC
Sq. Yard $ / ,#.V 0• _ poo. 0
per Square Yard (words) figures
017. 12,545 2-Inch eep Asphalt Overlay
Sq. Yard $ �\.LC�Ya/C L ',.�t7f�.) Old S . D ol
per Square Yard (words) figures
018. 295 Asphal Gri ing for Overlay
Sq. Yard -
per Square Yard words) figures
019. 1 Replace Pavem t Markings an/) Buttons
Lump Sum $ �� � J ODO•act
per Lump Sum (worc'�s) figures
020. 2 Re-e bish Exist' Monuments
iYr Each $ .�p[,l�WQ-Z eDo"AP �_+D—�
per Each (words) figures dij
Subtotal •
9.0%Sales Tax ,8
Total
Page 2
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale
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BOND TO THE CITY OF RENTON Bond No. 1 0 51 31 3 5 8
KNOW ALL MEN BY THESE PRESENTS:
That we,the undersigned Shoreline Construction Co.
Travelers Casualty and
as principal, and Surety Company of America corporation organized and existing
under the laws of the State of Connecticut 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 Renton in the
penal sum of$ 1 ,0 71 , 0 0 7 .41he payment of which sum on demand we bind ourselves and our
+trw successors,heirs,administrators or person representatives,as the case may be.
*One Million Seventy One Thousand Seven Dollars & 84/100 ( $1 , 071 ,007 .84 )
This obligation is entered into in pursuance of the statutes of the State of Washington,the Ordinance
of the City of Renton.
Dated at S e a t t 1 e ,Washington,this day of a4kk 2008.
Nevertheless,the conditions of the above obligation are such that:
WHEREAS, under and pursuant to Public Works Construction Contract CAG-08-090 providing for
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construction of White Fence Ranch Sanitary Sewer Extension
(project name)
the principal is required to furnish a bond for the faithful performance of the contract;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, if the principal shall faithfully perform all of the provisions of said contract in
the manner and within the time therein set forth, or within such extensions of time as may be granted
under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all
persons who shall supply said principal or subcontractors with provisions and supplies for the
carrying on of said work, and shall hold said City of Renton harmless from any loss or damage
occasioned to any person or property by reason of any carelessness or negligence on the part of said
principal,or any subcontractor in the performance of said work,and shall indemnify and hold the City
of Renton harmless from any damage or expense by reason of failure of performance as specified in
the contract or from defects appearing or developing in the material or workmanship provided or
performed under the contract within a period of one year after its acceptance thereof by the City of
Renton,then and in that event this obligation shall be void;but otherwise it shall be and remain in full
force and effect.
Travelers Casualty and Surety
Shoreline Con,5.5euction Co. Company of America
Principal Surety 4
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a Signature— Anne F. , trieby
Atto y—In—Fact f
Title Title
i
.. I
WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
iA POWER OF ATTORNEY
TRAVELERSJ Farmington Casualty Company St.Paul Guardian Insurance Company
Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company
Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
Seaboard Surety Company Travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
I
Attorney-In Fact No. 219980 Certificate No. Q O 2 41 O V J 5
KNOW ALL MEN BY THESE PRESENTS:That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York,that St.Paul
Fire and Marine Insurance Company,St.Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the laws
of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company of America are
I
corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the
laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and
Guaranty Insurance Underwriters,Inc.is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that
the Companies do hereby make,constitute and appoint
Eric Zimmerman,Karen Swanson,Brent E. Heilesen,Anne E.Strieby,James B. Binder, Peter J.Comfort,Jennifer L.Snyder, Lisa Kerstetter,Julie R.
McGee,Kami C.Allen, Peggy A. Firth,A.Noreen Jacobsen,Tamarie Ellingsen,and Steve Marinkovich
I
I of the City of Tacoma State of Washington their true and lawful Attorney(s)-in-Fact,
each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and
other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of
contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
I
2nd
IN WITNESS WHEREOF,the Com nii 8 have caused this instrument to be signed and their corporate seals to be hereto affixed,this
day of June 2
Farmington Casualty g y St.Paul Guardian Insurance Company
Fidelity and Guaranty Insurance Company St.Paul Mercury Insurance Company
Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company
Seaboard Surety Company Travelers Casualty and Surety Company of America
St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company
I
GI.SU,�[♦ $��frj-
RE %%
6%4ry �RN._�NSG ••j°eis�q. P�1V AND � Y
z c a 1977 192 7 ^� s t z: _._ :°: w NnrtrFOao. stvmx�no ` 'moo
Yd n ^ash 1951 s S E A L.'o"s L�,i• `°' coNN. ° cosu+,f 8 in t896
C�o+d•
' � N � r�OF NEW z'n�xnr+ctw,. °•!S•�•j;Ni�-f d+ .:aD 6 a vN� ,/� A`'
State of Connecticut By:
City of Hartford ss. Georg Thompson, enior ice President
2nd June 2008
On this the day of ,before me personally appeared George W.Thompson,who acknowledged himself
to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc.,
Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers
Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company, and that he,as such,being
authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
' p•T!T
In Witness Whereof,I hereunto set my hand and official seal. ' Ter )n VN wl t,
My Commission expires the 30th day of June,2011. * * Ar Marie C.Tetreault Notary Public
�/BL1G � y
° ,
58440-5-07 Printed in U.S.A.
WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity
and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company,
St.Paul Guardian Insurance Company, St. Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of
America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows:
RESOLVED, that the Chairman,the President, any Vice Chairman, any Executive Vice President,any Senior Vice President, any Vice President, any Second Vice
President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf
of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the
Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any
of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is
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FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President, any Senior Vice President or any Vice President may
delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy
thereof is filed in the office of the Secretary;and it is
FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking
shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice
President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the
Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power
prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is
FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President,
any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate
relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and
undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be
valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the
Company in the future with respect to any bond or understanding to which it is attached.
I,Kori M.Johanson,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance
Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance
Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company ofAmerica,and United States Fidelity and Guaranty Company do hereby
certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is in full force and effect and has not been
revoked.
�s
IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this day of 20
Kori M.Johann Assistant Secretary
GI.SU,�E 5�1REly FIRE 6�.x` ;�,�I .•�'+�NSUq Jp�tY 4Np •C� ��C � Y
pOF'F:RIl�C1 ro w.nw,rNVItFD G Z �jLvpFFOR.��F•m, �W G�FPOkArf�'1^v 9T 3 r° IW�yi•men,,, n
i c1982
0 i9TJ �f .927 j in. =I`� :of W4 HARTFORD, t NFR0. N '^1"896� •).
O 1951 sO '•SEA . ' : CONN. O�
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,,,`
To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney-In-Fact number, the
above-named individuals and the details of the bond to which the power is attached.
WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
CITY OF RENTON
+ FAIR PRACTICES POLICY
AFFIDAVIT OF COMPLIANCE
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Shoreline Construction Co hereby confirms and declares that
(Name of contractor/subcontractor/consultant)
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I. It is the policy of Shoreline Construciton Cooffer equal
(Name of contractor/subcontractor/consultant)
opportunity to all qualified employees and applicants for employment without regard to
the race, creed, color, sex,national origin, age, disability or veteran status.
II. Shoreline Construciton Q¢®mplies with all applicable
(Name of contractor/subcontractor/consultant)
federal, state and local laws governing non-discrimination in employment.
H. When applicable, Shoreline Construction Cwill seek out and
rr (Name of contractor/subcontractor/consultant)
negotiate with minority and women contractors for the award of subcontracts.
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Douglas J Suzuki
.�r Print Agent/Representative's Name
President
Print Agent/Represe iv 's Title
it
n res nta e's Signature
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July 14, 2008
Date Signed
No Instructions: This document MUST be completed by each contractor, subcontractor and consultant. Include
or attach this document(s)with the contract.
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low
CONTRACTS OTHER THAN FEDERAL-AID FHWA
THIS AGREEMENT, made and entered into this 6' day of , 2008. by
and between THE CITY OF RENTON, Washington, a municipal core ation of the State of
Washington,hereinafter referred to as "CITY" and Shoreline Construction Co.,hereinafter referred to as
"CONTRACTOR."
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WITNESSETH:
,r 1) The Contractor shall within the time stipulated, (to-wit: within Ninety (90) working days from date
of commencement hereof as required by the Contract, of which this agreement is a component part)
perform all the work and services required to be performed, and provide and furnish all of the labor,
Aw materials, appliances, machines, tools, equipment, utility and transportation services necessary to
perform the Contract, and shall complete the construction and installation work in a workmanlike
manner, in connection with the City's Project (identified as No. CAG-08-090) for improvement by
im
construction and installation of:
White Fence Ranch Sanitary Sewer Extension,per the "Scope of Work"included herein.
to All the foregoing shall be timely performed, furnished,constructed, installed and completed in strict
conformity with the plans and specifications, including any and all addenda issued by the City and
all other documents hereinafter enumerated, and in full compliance with all applicable codes,
im ordinances and regulations of the City of Renton and any other governmental authority having
jurisdiction thereover. It is further agreed and stipulated that all of said labor,materials, appliances,
machines, tools, equipment and services shall be furnished and the construction installation
performed and completed to the satisfaction and the approval of the City's Public Works Director as
being in such conformity with the plans, specifications and all requirements of or arising under the
Contract. The Contractor agrees to use recycled materials whenever practicable.
2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this
agreement, consists of the following documents, all of which are component parts of said Contract
and as fully a part thereof as if herein set out in full,and if not attached, as if hereto attached.
.�r
a) This Agreement
b) Instruction to Bidders
err c) Bid Proposal
d) Specifications
e) Maps and Plans
err f) Bid
g) Advertisement for Bids
h) Special Provisions, if any
�r i) Technical Specifications,if any
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3) If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as
will insure its completion within the time specified in this Contract, or any extension in writing
thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a
bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver
shall be appointed on account of the Contractor's insolvency, or if he or any of his subcontractors
should violate any of the provisions of this Contract, the City may then serve written notice upon
him and his surety of its intention to terminate the Contract, and unless within ten(10) days after the
serving of such notice, such violation or non-compliance of any provision of the Contract shall
cease and satisfactory arrangement for the correction thereof be made, this Contract, shall, upon the
ire expiration of said ten(10)day period, cease and terminate in every respect. In the event of any such
termination, the City shall immediately serve written notice thereof upon the surety and the
Contractor and the surety shall have the right to take over and perform the Contract, provided,
go however, that if the surety within fifteen (15) days after the serving upon it of such notice of
termination does not perform the Contract or does not commence performance thereof, the City
itself may take over the work under the Contract and prosecute the same to completion by Contract
Ow or by any other method it may deem advisable, for the account and at the expense of the Contractor,
and his surety shall be liable to the City for any excess cost or other damages occasioned the City
thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession
of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants
to and other properties belonging to the Contractor as may be on site of the project and useful therein.
4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies
wr available to the City.
5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and
employees harmless and to promptly indemnify same from and against any and all claims, actions,
damages, liability of every type and nature including all costs and legal expenses incurred by reason
of any work arising under or in connection with the Contract to be performed hereunder, including
loss of life, personal injury and/or damage to property arising from or out of any occurrence,
omission or activity upon, on or about the premises worked upon or in any way relating to this
Contract. This hold harmless and indemnification provision shall likewise apply for or on account
of any patented or unpatented invention, process, article or appliance manufactured for use in the
performance of the Contract, including its use by the City, unless otherwise specifically provided
for in this Contract.
The Contractor agrees to name the City as an additional insured on a noncontributory primary basis.
In the event the City shall,without fault on its part,be made a party to any litigation commenced by
or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all
• costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such
litigation. Futhermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees
that may be incurred or paid by City in the enforcement of any of the covenants, provisions and
,,. agreements hereunder.
Nothing herein shall require the Contractor to indemnify the City against and hold harmless the
City, from claims, demands or suits based solely upon the conduct of the City, its officers or
employees and provided further that if claims or suits are caused by or result from the concurrent
negligence of (a) the Contractor's agents or employees and (b) the City, its agents, officers and
employees, and involves those actions covered by RCW 4.24.115, this indemnity provision with
respect to claims or suits based upon such concurrent negligence shall be valid and enforceable only
to the extent of the Contractor's negligence or the negligence of the Contractor's agents or
employees.
�.r
W:\WWP-27-3432 White Fence Ranch\BID DOCS\WFR construction con tract.doc
ors
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wo Should a court of competent jurisdiction determine that this agreement 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 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 constitute the contractor's waiver of immunity under the Industrial
Insurance Act, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been
mutually negotiated by the parties. The provisions of this section shall survive the expiration or
termination of this agreement.
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6) Any notice from one party to the other party under the Contract shall be in writing and shall be
dated and signed by the party giving such notice or by its duly authorized representative of such
M„ party. Any such notice as heretofore specified shall be given by personal delivery thereof or by
depositing same in the United States mail,postage prepaid, certified or registered mail.
7) The Contractor shall commence performance of the Contract no later than 10 calendar days after
Contract final execution, and shall complete the full performance of the Contract not later than
Ninety (90) working days from the date of commencement. For each and every working day of
delay after the established day of completion, it is hereby stipulated and agreed that the damages to
the City occasioned by said delay will be the sum of per Section 1-08.9 of Standard Specifications
as liquidated damages (and not as a penalty) for each such day, which shall be paid by the
Contractor to the City.
8) Neither the final certificate of payment not any provision in the Contract nor partial or entire use of
any installation provided for by this Contract shall relieve the Contractor of liability in respect to
any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under
the duty to remedy any defects in the work and pay for any damage to other work resulting
therefrom which shall appear within the period of one (1) year from the date of final acceptance of
the work, unless a longer period is specified. The City will give notice of observed defects as
heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be
obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole
cost and expense of Contractor.
ar
The Contractor agrees the above one year limitation shall not exclude or diminish the City's rights
under any law to obtain damages and recover costs resulting from defective and unauthorized work
discovered after one year but prior to the expiration of the legal time period set forth in RCW
4.16.040 limiting actions upon a contract in writing, or liability expressed or implied arising out of a
written agreement.
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9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities
and costs,progress schedules,payrolls,reports, estimates,records and miscellaneous data pertaining
to the Contract as may be requested by the City from time to time.
10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the
Contract, including the payment of all persons and firms performing labor on the construction
project under this Contract or furnishing materials in connection with this Contract; said bond to be
in the full amount of the Contract price as specified in Paragraph 12. The surety or sureties on such
bond or bonds must be duly licensed as a surety in the State of Washington.
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W:\WWP-27-3432 White Fence Ranch\BID DOCS\WFR constructioncontract.doc
�r 11) The Contractor shall verify, when submitting first payment invoice and annually thereafter,
possession of a current City of Renton business license while conducting work for the City. The
Contractor shall require, and provide verification upon request, that all subcontractors participating
AW in a City project possess a current City of Renton business license. The Contractor shall provide,
and obtain City approval of, a traffic control plan prior to conducting work in City right-of-way.
dw 12) The total amount of this contract is the sum of $982,576.00
numbers
Nine hundred eighty two thousand five hundred seventy six and xx/100
written words
IM PLUS Washington State Sales Tax. Payments will be made to Contractor as specified in the
"Special Provisions" of this Contract.
AW IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by
its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written.
ir.
CT R CITY OF TON
r s r Douglas J Suzuki Mayor Denis Law
III ATTEST
rr
b4 Gdat of
Secretary Alec C Andry Bonnie I . Walton, City Clerk
dba Shoreline Construction Co
Firm Name
check one
❑ Individual ❑ Partnership 0 Corporation Incorporated in Washington
Attention:
If business is a CORPORATION, name of the corporation should be listed in full and both President and
Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the
aw by-laws shall be furnished to the City and made a part of the contract document.
If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing
aw business as)and firm or trade name; any one partner may sign the contract.
If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by
d/b/a and name of the company.
err
W:AWWP-27-3432 White Fence Ranch\BID DOCS\WFR constructioncontract.doc
OK.
City of Renton
Human Resowrces & Risk Management
Department
Insurance Information Form
FOR- S�o nYe l 1 n e, C o naiy a -h to ('o
PROJECT NUMBER:MM27 3432: STAFF CONTACT:.John Hobson
Certificate oflnsurance indicates the coverages/limits specified in. vyes ❑ No
contract?
Are the following coverages and/or conditions in effect? Yes ❑ No
The Commercial General Liability policy form is an ISO 1993 9-yes ❑ No
+� Occurrence Form or Equivalent?
(if no,attach a copy of-the policy with.required coverages clearly
identified) ,_,-,
to CG 0043 Amendatory Endorsement provided?* ❑ Yes [B-- No
General Aggregate provided on a"per pr'oj'ect basis(CG2503)?* V❑11Yes ❑ No
Additional Insured wa dingprovided?* YYes ❑ No-
Coverage on.aprunary basis and non-contributing basis?* ["Yes ❑ No
Wabkrof.Subrogation Clause applies?* D/y ❑No
SeverabiliEyof Interest Clause(Cross Liability)applies? D Yes ❑ No
Notice of Cancellation/Non-Renewal amended to 45 days.?* [9/y es. 0 No
*To be shaken on cert�7rate o.f'insurance*
AM BEST'S RATING FOR CARRIER _
GL A )(\/ Auto t',X/V Umb u y Professional t x`�''
This Questionnaire is issued as a matter of information, This questionnaire is pot an insurance policy and does
not amand,extend or alter the coverage afforded by the policies indicated an the,attached CERTIFICATE OF
INSURANCE_ The CITY OF RENTON, .at its option, shall obtain copies of the policies and/or specific
declaration'pages`FR:OIVI awarded bidder prior to execution of contract
,,a.n CIL � ac,oneiy(01
Agenc /Broker Compl (e ,\B y(Type of Print.N e)
2t�1
Address-TacOmC„ W R 61$LI07— complete d'By(Signaiine)
CC(sondya -lbompson 2-53- 7 .0I- 3L[5�f
Name ofperson to contact Telephone Number
NOTE- QUESTIONNAIRE MIDST BE COMPLETED FOR EACH' LINE OF COVERAGE AND
ATTACFIED TO CERTIFICATE OF INSURANCE
rri
Client#: 111944 SHORCONS1 DATE(MM/DD[YYYY)
ACORD,. CERTIFICATE OF LIABILITY INSURANCE 07/14/2008
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Bratrud Middleton Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Brokers,Inc-Tacoma General HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
1201 Pacific Ave,Suite 1000
Tacoma,WA 98402 INSURERS AFFORDING COVERAGE NAIC#
� INSURED
INSURER A: Transportation Insurance Company
Shoreline Construction Co. INSURER B: AMERICAN INTERNATIONAL SPECIALITYLI
P.O.Box 358 INSURER C: Continental Casualty Company
Woodinville,WA 98072
fi INSURER D:
INSURER E:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING
11M1 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.
LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION
NSR
DATE MM/DD/YY DATE MM/DD/YY LIMITS
ylrl A GENERAL LIABILITY 2083940449 10101/07 10101/08 EACH OCCURRENCE $1,000,000
X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $100000 rencel PREMISES(Ea occ
CLAIMS MADE 5_1 OCCUR MED EXP(Any one person) s15,000
X PD Ded:5,000 PERSONAL&ADV INJURY $1,000,000
GENERAL AGGREGATE s2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000
POLICY 7X PRO LOC
JECT
C AUTOMOBILE LIABILITY 2083940404 10101/07 10/01/08 COMBINED SINGLE LIMIT
X ANY AUTO (Ea accident) $1,000,000
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 $
ill A EXCESSIUMBRELLA LIABILITY 2083940418 10/01/07 10/01/08 EACH OCCURRENCE $4,000,000
X OCCUR E CLAIMS MADE AGGREGATE s4,000,000
DEDUCTIBLE $
11� X RETENTION $10000 $
TATU�l WORKERS COMPENSATION AND 10101/08 WC SLIMIT 0ER
A EMPLOYERS'LIABILITY 2083940449 10101/07 10101/08 E.L.EACH ACCIDENT $1,000,000
ANY PROPRIETOR/PARTNER/EXECUTIVE
still OFFICERIMEMBER EXCLUDED? (Wash Stop Gap) E.L.DISEASE-EA EMPLOYEE $1,000,000
If yes,describe under
SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1,000,000
B OTHER Pollution CP02458084 06/12107 06/12/08 Pollution Liability
$1,000,000 limit
$10,000 deductible
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS
RE:White Fence Ranch Sanitary Sewer Project.
City of Renton,and King County including its officers,officials,agents,
employees and volunteers are included as an additional insureds per
attached.Coverage is primary and non-contributory.Severability of
(See Attached Descriptions)
+ CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
City of Renton DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL AS DAYS WRITTEN
Public Works Dept. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL
1055 South Grady Way IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR
Renton,WA 98057 REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
ACORD 25(2001/08)1 of 3 #S228054/M190904 CT00 0 ACORD CORPORATION 1988
IMPORTANT
tra 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
No 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.
rr
urs
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ACORD 25-S(2001/08) 2 of 3 #S228054/M190904
�r
DESCRIPTIONS (Continued from Page 1)
interest clause is included.Waiver of Transfer of Righs applies per
attached.
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AMS 25.3(2001/08) 3 of 3 #S228054/1V1190904
r
G-1403
ow (Ed. 01/01)
;„,,, IMPORTANT: THIS ENDORSEMENT CONTAINS DUTIES THAT APPLY TO THE
ADDITIONAL INSURED IN THE EVENT OF OCCURRENCE, OFFENSE, CLAIM OR SUIT.
SEE PARAGRAPH C.1. OF THIS ENDORSEMENT FOR THESE DUTIES.
d.
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CONTRACTOR'S SCHEDULED AND BLANKET ADDITIONAL INSURED
Im ENDORSEMENT WITH PRODUCTS-COMPLETED OPERATIONS COVERAGE
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name of Person or Organization:
As required by written contract
(Coverage under this endorsement is not affected by an entry or lack of entry in the Schedule above.)
A. WHO IS AN INSURED (Section II) is amended to 3. The coverage provided to the additional insured
include as an insured any person or organization, by this endorsement and paragraph f. of the
including any person or organization shown in the definition of "insured contract" under
schedule above, (called additional insured) whom DEFINITIONS (Section V) do not apply to
you are required to add as an additional insured on "bodily injury" or "property damage" arising out
this policy under a written contract or written of the "products-completed operations hazard"
agreement; but the written contract or written unless required by the written contract or written
agreement must be: agreement.
1. Currently in effect or becoming effective during 4. The insurance provided to the additional insured
.�. the term of this policy; and does not apply to "bodily injury," "property
2. Executed prior to the "bodily injury," "property damage," or "personal and advertising injury"
arising out of an architect's, engineer's, or
damage," or"personal and advertising injury". surveyor's rendering of or failure to render any B. The insurance provided to the additional insured is professional services including:
limited as follows: a. The preparing, approving, or failing to
1. That person or organization is an additional prepare or approve maps, shop drawings,
insured solely for liability due to your negligence opinions, reports, surveys, field orders,
specifically resulting from "your work" for the change orders or drawings and
additional insured which is the subject of the specifications; and
written contract or written agreement. No b. Supervisory, or inspection activities
coverage applies to liability resulting from the performed as part of any related
sole negligence of the additional insured. architectural or engineering activities.
2. The Limits of Insurance applicable to the C. As respects the coverage provided under this
additional insured are those specified in the endorsement, SECTION IV — COMMERCIAL
written contract or written agreement or in the GENERAL LIABILITY CONDITIONS are amended
Declarations of this policy, whichever is less. as follows:
These Limits of Insurance are inclusive of, and
not in addition to, the Limits of Insurance shown 1. The following is added to the Duties In The
in the Declarations. Event of Occurrence, Offense, Claim or Suit
Condition:
G-140331-A Page 1 of 2
(Ed. 01/01)
G-1403
fm (Ed. 01/01)
„I e. An additional insured under this until we receive written notice of a claim or
endorsement will as soon as practicable: "suit"from the additional insured.
(1) Give written notice of an occurrence or 2. Paragraph 4.b. of the Other Insurance Condition
an offense to us which may result in a is deleted and replaced with the following:
claim or"suit" under this insurance; 4. Other Insurance
(2) Tender the defense and indemnity of b. Excess Insurance
any claim or "suit" to any other insurer
which also has insurance for a loss we This insurance is excess over any other
cover under this Coverage Part; and insurance naming the additional insured
(3) Agree to make available any other as an insured whether primary, excess,
insurance which the additional insured contingent or on any other basis unless
has for a loss we cover under this a written contract or written agreement
Coverage Part. specifically requires that this insurance
be either primary or primary and
"1L f. We have no duty to defend or indemnify an noncontributing.
additional insured under this endorsement
are
G-140331-A Page 2 of 2
(Ed. 01/01)
.r
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Policy Number: Commercial General Liability
2091647210 CG24 04 10 93
ire THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT CAREFULLY.
WAIVER OF TRANSFER OF RIGHTS OF RECOVERY
AGAINST OTHERS TO US
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name of Person or Organization:
"SEE CERTIFICATE ATTACHED"
++� (If no entry appears above, information required to complete this endorsement will be shown in the
Declarations as applicable to this endorsement.)
'"" The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition
(Section IV—COMMERCIAL GENERAL LIABILITY CONDITIONS) is amended by the
addition of the following:
Aw We waive any right of recovery we may have against the person or organization shown in the
Schedule above because of payments we make for injury or damage arising out of your ongoing
operations or "your work"done under a contract with that person or organization and included in
the "products-completed operations hazard". This waiver applies only to the person or organization
shown in the Schedule above.
PREVAILING WAGE
RATES
as
State of Washington
DEPARTMENT OF LABOR AND INDUSTRIES
Prevailing Wage Section-Telephone(360)902-5335
aw PO Box 44540,Olympia,WA 98504-4540
Washington State Prevailing Wage Rates For Public Works Contracts
rrr 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 brief description
of overtime calculation requirements is provided on the Benefit Code Key.
KING COUNTY
Effective 03-02-08
err (See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
aw
ASBESTOS ABATEMENT WORKERS
JOURNEY LEVEL $36.24 1H 5D
BOILERMAKERS
JOURNEY LEVEL
$33.32 1
BRICK AND MARBLE MASONS
JOURNEY LEVEL $43.75 1M 5A
ww CABINET MAKERS(IN SHOP)
JOURNEY LEVEL $16.67 1
CARPENTERS
ACOUSTICAL WORKER $43.91 1 M 5D
air BRIDGE,DOCK AND WARF CARPENTERS $43.75 1 M 5D
CARPENTER $43.75 1M 5D
CREOSOTED MATERIAL $43.85 1M 5D
DRYWALL APPLICATOR $43.79 1M 5D
aw FLOOR FINISHER $43.75 1M 5D
FLOOR LAYER $43.75 1 M 5D
FLOOR SANDER $43.75 IM 5D
an 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
rr< STATIONARY POWER SAW OPERATOR 1M 5D
$43.75
STATIONARY WOODWORKING TOOLS $43.75 1M 5D
CEMENT MASONS
yp JOURNEY LEVEL $44.58 IM 5D
DIVERS&TENDERS
DIVER $85,75 1M 5D 8A
DIVER TENDER $44.22 1M 5D
rtr DREDGE WORKERS
ASSISTANT ENGINEER $44.59 IT 5D 8L
ASSISTANT MATE(DECKHAND) $44.08 IT 5D 8L
do BOATMEN $44.59 IT 5D 8L
ENGINEER WELDER $44.64 IT 5D 8L
LEVERMAN,HYDRAULIC $46.21 IT 5D 8L
MAINTENANCE $44.08 IT 5D 8L
an MATES $44.59 IT 5D 8L
OILER $44.21 IT 5D 8L
DRYWALL TAPERS
JOURNEY LEVEL $43.59 1 E 5P
ELECTRICAL FIXTURE MAINTENANCE WORKERS
JOURNEY LEVEL $18.69 1
No Page 1
aw
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 rrllf
CERTIFIED WELDER $53.16 1E 5A
CERTIFIED WELDER(TUNNEL) $57.15 1E 5A
CONSTRUCTION STOCK PERSON $28,83 1E 5A
JOURNEY LEVEL
$51.25 1E 5A
JOURNEY LEVEL(TUNNEL) $55.05 1E 5A
ELECTRICIANS-MOTOR SHOP
CRAFTSMAN $15.37 2A 6C 1r
JOURNEY LEVEL $14.69 2A 6C
ELECTRICIANS-POWERLINE CONSTRUCTION
CABLE SPLICER $56.53 4A 5A
CERTIFIED LINE WELDER $51.64 4A 5A
GROUNDPERSON $37.15 4A 5A
HEAD GROUNDPERSON $39.19 4A 5A
HEAVY LINE EQUIPMENT OPERATOR $51.64 4A 5A
JACKHAMMER OPERATOR $39.19 4A 5A
JOURNEY LEVEL LINEPERSON $51.64 4A 5A
LINE EQUIPMENT OPERATOR $43.83 4A 5A
POLE SPRAYER $51.64 4A 5A
POWDERPERSON $39.19 4A 5A
ELECTRONIC TECHNICIANS
ELECTRONIC TECHNICIANS JOURNEY LEVEL $31.00 1
ELEVATOR CONSTRUCTORS
MECHANIC $60.85 4A 6Q
MECHANIC IN CHARGE $66.25 4A 6Q
FABRICATED PRECAST CONCRETE PRODUCTS
ALL CLASSIFICATIONS $13.15 2K 513
FENCE ERECTORS
FENCE ERECTOR $18.71 1
FENCE LABORER
$12.77 1
FLAGGERS
JOURNEY LEVEL $31.01 1H 5D
GLAZIERS ow
JOURNEY LEVEL $43.76 1H 5G
HEAT&FROST INSULATORS AND ASBESTOS WORKERS
MECHANIC
$46.59 1S 5J
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 $9.24 1 '
INLAND BOATMEN
CAPTAIN
$38.87 1K 513
COOK $32.73 1K 5B
DECKHAND
$32.42 1K 56
ENGINEER/DECKHAND $35.20 1K 5B
MATE,LAUNCH OPERATOR $36.85 1K 5B
Page 2
No
KING COUNTY
Effective 03-02-08
or
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
aw 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
air JOURNEY LEVEL $47.92 10 5A
LABORERS
ASPHALT RAKER $36.75 1H 5D
r► 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
r 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
ow CHIPPING GUN(UNDER 30 LBS) $36.24 1H 5D
CHOKER SETTER $36.24 1H 5D
CHUCK TENDER $36.24 1H 5D
CLEAN-UP LABORER $36.24 1H 5D
Ors CONCRETE DUMPER/CHUTE OPERATOR $36.75 1H 5D
CONCRETE FORM STRIPPER $36.24 1H 5D
CONCRETE SAW OPERATOR $36.75 1H 5D
aw CRUSHER FEEDER $31.01 1H 5D
CURING LABORER $36.24 1H 5D
DEMOLITION,WRECKING&MOVING(INCLUDING CHARRED MATERIALS) $36.24 1H 5D
DITCH DIGGER $36.24 1H 5D
so DIVER $37.20 1H 5D
DRILL OPERATOR(HYDRAULIC,DIAMOND) $36.75 1H 5D
DRILL OPERATOR,AIRTRAC $37.20 1H 5D
rr DUMPMAN $36.24 1H 5D
EPDXY TECHNICIAN $36.24 1H 5D
EROSION CONTROL WORKER $36.24 1 H 5D
FALLER/BUCKER,CHAIN SAW $36.75 1H 5D
err FINAL DETAIL CLEANUP i.e.,dusting,vacuuming, cleaning;NOT
( 9. 9, 9. $28.45 1 H SD
construction debris cleanup)
FINE GRADERS $36.24 1H 5D
FIRE WATCH $31.01 1H 5D
FORM SETTER $36.24 1H 5D
GABION BASKET BUILDER $36.24 1H 5D
GENERAL LABORER $36.24 1H 5D
art GRADE CHECKER&TRANSIT PERSON $36.75 1H 5D
GRINDERS $36.24 1H 5D
GROUT MACHINE TENDER $36.24 1H 5D
40 Page 3
aw
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 $37.20 1 H 5D
HAZARDOUS WASTE WORKER LEVEL B $36.75 1H 5D 1111
HAZARDOUS WASTE WORKER LEVEL C $36.24 1 H 5D
HIGH SCALER $37.20 1H 5D
HOD CARRIER/MORTARMAN $36.75 1H 5D
JACKHAMMER
$36.75 1H SD
LASER BEAM OPERATOR $36.75 1H 5D
MANHOLE BUILDER-MUDMAN $36.75 1H 5D
MATERIAL YARDMAN $36.24 1H 5D1
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 W
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
POWERJACKS $36.75 1H 5D 11r
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 sit
SCAFFOLD ERECTOR $36.24 1H 5D
SCALE PERSON $36.24 1H 5D
SIGNALMAN
$36.24 1H 5D �f
SLOPER(OVER 20")
$36.75 1H 5D
SLOPER SPRAYMAN $36.24 1H 5D
SPREADER(CLARY POWER OR SIMILAR TYPES) $36.75 1H 5D
SPREADER(CONCRETE) $36.75 1H 5D sw
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
TRACK LABORER $36.24 1H 5D so
TRACK LINER(POWER) $36.75 1H 5D
TRUCK SPOTTER $36.24 1H 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 1 H 5D at
WELL-POINT LABORER $36.75 1H 5D
Page 4 k`
aw
KING COUNTY
Effective 03-02-08
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
r Classification WAGE Code Code Code
LABORERS-UNDERGROUND SEWER&WATER
GENERAL LABORER $36.24 1H 5D
No 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 $17.87 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
as PAINTER $11.10 1
WELDER $15.48 1
MODULAR BUILDINGS
CABINET ASSEMBLY $11.56 1
rrr
ELECTRICIAN $11.56 1
EQUIPMENT MAINTENANCE $11.56 1
PLUMBER $11.56 1
rrr PRODUCTION WORKER $9.40 1
TOOL MAINTENANCE $11.56 1
UTILITY PERSON $11.56 1
WELDER $11.56 1
err PAINTERS
JOURNEY LEVEL $33.94 2B 5A
PLASTERERS
err JOURNEY LEVEL $43.10 1R 5B
PLAYGROUND&PARK EQUIPMENT INSTALLERS
JOURNEY LEVEL $8.42 1
PLUMBERS&PIPEFITTERS
ow JOURNEY LEVEL $57.34 1G 5A
POWER EQUIPMENT OPERATORS
ASSISTANT ENGINEERS $42.14 IT 5D 8L
BACKHOE, EXCAVATOR,SHOVEL (3 YD&UNDER) $44.92 IT 5D 8L
BACKHOE,EXCAVATOR,SHOVEL (OVER 3 YD&UNDER 6 YD) $45.41 IT 5D 8L
BACKHOE,EXCAVATOR,SHOVEL(6 YD AND OVER WITH $45.96 IT 5D 8L
ATTACHMENTS)
y� BACKHOES, (75 HP&UNDER) $44.50 1T 5D 8L
BACKHOES, (OVER 75 HP) $44.92 1T 5D 8L
BARRIER MACHINE(ZIPPER) $44.92 IT 5D 8L
BATCH PLANT OPERATOR,CONCRETE $44.92 IT 5D 8L
err BELT LOADERS(ELEVATING TYPE) $44.50 1T 5D 8L
BOBCAT(SKID STEER) $42.14 IT 5D 8L
BROOMS $42.14 IT 5D 8L
BUMP CUTTER $44.92 IT 5D 8L
CABLEWAYS $45.41 IT 5D 8L
CHIPPER $44.92 IT 5D 8L
COMPRESSORS $42.14 IT 5D 8L
CONCRETE FINISH MACHINE-LASER SCREED $42.14 IT 5D 8L
CONCRETE PUMPS $44.50 IT 5D 8L
CONCRETE PUMP-TRUCK MOUNT WITH BOOM ATTACHMENT $44.92 IT 5D 8L
yr Page 5
Im
KING COUNTY
Effective 03-02-08
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
Classification WAGE Code Code Code
CONVEYORS $44.50 1T 5D 8L
CRANES, THRU 19 TONS,WITH ATTACHMENTS $44.50 IT 5D 8L
CRANES, 20-44 TONS,WITH ATTACHMENTS $44.92 IT 5D 8L wt
CRANES, 45 TONS-99 TONS,UNDER 150 FT OF BOOM(INCLUDING JIB $45.41 IT 5D 8L
WITH ATACHMENTS)
CRANES, 100 TONS-199 TONS,OR 150 FT OF BOOM(INCLUDING JIB $45.96 IT 5D 8L
WITH ATTACHMENTS)
CRANES,200 TONS TO 300 TONS,OR 250 FT OF BOOM(INCLUDING JIB $46.53 IT 51D 8L
WITH ATTACHMENTS)
CRANES,A-FRAME, 10 TON AND UNDER $42.14 IT 5D 8L
CRANES,A-FRAME,OVER 10 TON $44.50 1T 5D 8L go
CRANES,OVER 300 TONS,OR 300'OF BOOM INCLUDING JIB WITH $47.09 IT 5D 8L
ATTACHMENTS
CRANES,OVERHEAD,BRIDGE TYPE(20-44 TONS) $44.92 IT 5D 8L
CRANES,OVERHEAD, BRIDGE TYPE(45-99 TONS) $45.41 1 T 5D 8L
CRANES,OVERHEAD,BRIDGE TYPE(100 TONS&OVER) $45.96 IT 5D 8L
CRANES,TOWER CRANE UP TO 175'IN HEIGHT,BASE TO BOOM $45.96 IT 5D 8L
CRANES,TOWER CRANE OVER 175'IN HEIGHT,BASE TO BOOM $46.53 IT 5D 8L
CRUSHERS $44.92 IT 5D 8L
DECK ENGINEER/DECK WINCHES(POWER) $44.92 IT 5D 8L
DERRICK,BUILDING $45.41 IT 5D 8L
DOZERS,D-9&UNDER $44.50 IT 5D 8L arlit
DRILL OILERS-AUGER TYPE,TRUCK OR CRANE MOUNT $44.50 IT 5D 8L
DRILLING MACHINE $44.92 IT 5D 8L
ELEVATOR AND MANLIFT,PERMANENT AND SHAFT-TYPE $42.14 IT 5D 8L
EQUIPMENT SERVICE ENGINEER(OILER) $44.50 IT 5D 8L
FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP $44.92 IT 5D 8L
FORK LIFTS,(3000 LBS AND OVER) $44.50 IT 5D 8L
FORK LIFTS,(UNDER 3000 LBS) $42.14 IT 5D 8L
GRADE ENGINEER $44.50 IT 5D 8L
GRADECHECKER AND STAKEMAN $42.14 IT 5D 8L
GUARDRAIL PUNCH $44.92 IT 5D 8L
HOISTS,OUTSIDE(ELEVATORS AND MANLIFTS),AIR TUGGERS $44.50 IT 5D 8L riYl
HORIZONTAUDIRECTIONAL DRILL LOCATOR $44.50 IT 5D 8L
HORIZONTAUDIRECTIONAL DRILL OPERATOR $44.92 IT 5D 8L
HYDRALIFTS/BOOM TRUCKS(10 TON&UNDER) $42.14 IT 5D 8L �W
HYDRALIFTS/BOOM TRUCKS(OVER 10 TON) $44.50 IT 5D 8L
LOADERS,OVERHEAD(6 YD UP TO 8 YD) $45.41 IT 5D 8L
LOADERS,OVERHEAD(8 YD&OVER) $45.96 IT 5D 8L
LOADERS,OVERHEAD(UNDER 6 YD),PLANT FEED $44.92 IT 5D 8L
LOCOMOTIVES,ALL $44.92 IT 5D 8L
MECHANICS,ALL $45.41 IT 5D 8L
MIXERS,ASPHALT PLANT $44.92 IT 5D 8L
MOTOR PATROL GRADER(FINISHING)
$44.92 IT 5D 8L
MOTOR PATROL GRADER(NON-FINISHING) $44.50 IT 5D 8L
MUCKING MACHINE,MOLE,TUNNEL DRILL AND/OR SHIELD $45.41 IT 5D 8L
OIL DISTRIBUTORS,BLOWER DISTRIBUTION AND MULCH SEEDING $42.14 IT 5D 8L
OPERATOR
PAVEMENT BREAKER $42.14 IT 5D 8L
PILEDRIVER(OTHER THAN CRANE MOUNT) $44.92 IT 5D 8L
PLANT OILER(ASPHALT,CRUSHER) $44.50 IT 5D 8L
POSTHOLE DIGGER,MECHANICAL $42.14 IT 51D 8L
POWER PLANT $42.14 IT 5D 8L
Page 6
to
KING COUNTY
Effective 03-02-08
ww
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
rwr Classification WAGE Code Code Code
PUMPS,WATER $42.14 IT 5D 8L
QUAD 9,D-10,AND HD-41 $45.41 IT 5D 8L
aw REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $45.41 IT 5D 8L
EQUIP
RIGGER AND BELLMAN $42.14 IT 5D 8L
ROLLAGON $45.41 IT 5D 8L
rra ROLLER,OTHER THAN PLANT ROAD MIX $42.14 IT 5D 8L
ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $44.50 IT 5D 8L
ROTO-MILL,ROTO-GRINDER $44.92 IT 5D 8L
SAWS,CONCRETE $44.50 IT 5D 8L
'~ SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $44.92 IT 5D 8L
OFF-ROAD EQUIPMENT(UNDER 45 YD)
SCRAPERS-SELF PROPELLED,HARD TAIL END DUMP,ARTICULATING $45.41 IT 5D 8L
OFF-ROAD EQUIPMENT(45 YD AND OVER)
SCRAPERS,CONCRETE AND CARRY ALL $44.50 IT 5D 8L
SCREED MAN $44.92 IT 5D 8L
SHOTCRETE GUNITE $42.14 IT 5D 8L
r SLIPFORM PAVERS $45.41 IT 5D 8L
SPREADER,TOPSIDE OPERATOR-BLAW KNOX $44.92 IT 5D 8L
SUBGRADE TRIMMER $44.92 IT 5D 8L
TOWER BUCKET ELEVATORS $44.50 IT 5D 8L
w. TRACTORS,(75 HP&UNDER) $44.50 IT 5D 8L
TRACTORS,(OVER 75 HP) $44.92 IT 5D 8L
TRANSFER MATERIAL SERVICE MACHINE $44.92 IT 5D 8L
TRANSPORTERS,ALL TRACK OR TRUCK TYPE $45.41 IT 5D 8L
awr TRENCHING MACHINES $44.50
IT 5D 8L
TRUCK CRANE OILER/DRIVER(UNDER 100 TON) $44.50 IT 5D 8L
TRUCK CRANE OILER/DRIVER(100 TON&OVER) $44.92 IT 5D 8L
�rw TRUCK MOUNT PORTABLE CONVEYER $44.92 IT 5D 8L
WHEEL TRACTORS,FARMALL TYPE $42.14 IT 5D 8L
YO YO PAY DOZER $44.92 IT 5D 8L
POWER EQUIPMENT OPERATORS-UNDERGROUND SEWER&WATER
uw (SEE POWER EQUIPMENT OPERATORS)
POWER LINE CLEARANCE TREE TRIMMERS
JOURNEY LEVEL IN CHARGE $37.61 4A 5A
fm SPRAY PERSON $35.73 4A 5A
TREE EQUIPMENT OPERATOR $36.19 4A 5A
TREE TRIMMER $33.68 4A 5A
TREE TRIMMER GROUNDPERSON $25.43 4A 5A
REFRIGERATION&AIR CONDITIONING MECHANICS
MECHANIC $55.41 1G 5A
RESIDENTIAL BRICK&MARBLE MASONS
wr`
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
rn JOURNEY LEVEL $26.24 1
RESIDENTIAL GLAZIERS
JOURNEY LEVEL $31.99 1H 5G
sw Page 7
1w
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 $1812 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 1B 5C
RESIDENTIAL TERRAZZO/TILE FINISHERS
JOURNEY LEVEL $26.30 1 W
RESIDENTIAL TERRAZZO/TILE SETTERS
JOURNEY LEVEL $41.96 1M SA
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
MACHINIST $29.26 1B 6X
OPERATOR $30.29 16 6X
PAINTER $30.22 1B 6X
$32.34 1B 6X
PIPEFITTER
RIGGER $30.22 1B 6X
$30.33 1B 6X
SANDBLASTER $30.22 1B 6X
SHEET METAL $30.48 1B 6X
SHIPFITTER
$30.32 1B sX
TRUCKER
$30.17 16 6X
WAREHOUSE $30.20 1B 6X
WELDER/BURNER $30.32 1B 6X
SIGN MAKERS&INSTALLERS(ELECTRICAL) do
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 fly
66
KING COUNTY
Effective 03-02-08
rr
(See Benefit Code Key)
Over
PREVAILING Time Holiday Note
r Classification WAGE Code Code Code
SPRINKLER FITTERS(FIRE PROTECTION)
JOURNEY LEVEL $55.64 1X 5C
No STAGE RIGGING MECHANICS(NON STRUCTURAL)
JOURNEY LEVEL $13.23 1
SURVEYORS
CHAIN PERSON $9.35 1
WO INSTRUMENT PERSON $11.40 1
PARTY CHIEF $13.40 1
TELECOMMUNICATION TECHNICIANS
am 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
r INSTALLER(REPAIRER) $29.41 26 5A
JOURNEY LEVEL TELEPHONE LINEPERSON $28.53 2B 5A
SPECIAL APPARATUS INSTALLER 1 $30.66 2B 5A
SPECIAL APPARATUS INSTALLER II $30.05 2B 5A
4M TELEPHONE EQUIPMENT OPERATOR(HEAVY) $30.66 2B 5A
TELEPHONE EQUIPMENT OPERATOR(LIGHT) $28.53 2B 5A
TELEVISION GROUND PERSON $16.31 2B 5A
rr� 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
err TERRAZZO WORKERS&TILE SETTERS
JOURNEY LEVEL $41.96 1M 5A
TILE.MARBLE&TERRAZZO FINISHERS
rr FINISHER $35.79 1B 5A
TRAFFIC CONTROL STRIPERS
JOURNEY LEVEL $36.40 1K 5A
TRUCK DRIVERS
or ASPHALT MIX(TO 16 YARDS) $41.19 IT 5D 8L
ASPHALT MIX(OVER 16 YARDS) $41.90 IT 5D 8L
DUMPTRUCK $41.19 IT 5D 8L
ow DUMP TRUCK&TRAILER $41.90 IT 5D 8L
OTHER TRUCKS $41.90 IT 5D 8L
TRANSIT MIXER $23.45 1
WELL DRILLERS&IRRIGATION PUMP INSTALLERS
No IRRIGATION PUMP INSTALLER $17.71 1
OILER $12.97 1
WELL DRILLER $18.00 1
am
wr
to Page 9
ww
Department of Labor and Industries
Prevailing Wage STATEMENT OF INTENT TO
,g fiT^TO
(360)902-5335 - PAY PREVAILING WAGES
wvr w.Ini.wa.gov//TradesLicensing/PrevailingWage T °
Public Works Contract
$25.00 Filing Fee Required
• This form must be typed or printed in ink. Project Name Contract#
• Large,bold numbers match instructions on back of form. }
• Please allow a minimum of 10 working days for processing. Contract Awarding Agency(public agency-not federal or private)
• Once a roved our form will be posted online at the above website.
APPROVED FORM WILL BE MAILED TO THIS ADDRESS Address
Contractor,company or agency name,address,city,state&ZIP+4
City State ZIP+4
Awarding Agency Project Contact Person Phone#
County where work was performed City where work was performed
Bid due date (mm/dd/yy) Date contract awarded (mm/dd/yy)
Will all work be subcontracted? Do you intend to use subcontractors?
_
La Yes ❑ No ❑ Yes ❑ No
Prime contractor(has contract with the public agency) Contractor Registration# Expected job start date(mm/dd/yy) Do you intend to use apprentices?
❑ Yes ❑ No
Craft/trade/occupation(Do NOT list apprentices) Estimated no. Rate of Rate of hourly fringe
Indicate number of owners expected to perforro work. of workers hourly pay benefits
--
Company name Indicate total dollar amount of your contrac�-
or time and materials if applicable. $
Address I hereby certify that the above information is correct and that all
workers I employ on this Public Works Project will be paid no less
City State ZIP+4 than the Prevailing Wage Rate(s) as determined by the Industrial MIS
Statistician of the Department of Labor and Industries
Contractor Registration No UBI Title Signature
Industrial Insurance Account Number —
Email address Phone number For'L&I Use Only
Check Number. ❑ $25 or S
For L&I Use Only Issued By _
APPROVED: Department of Labor and Industries
By _
Industrial Statistician
F700-029-000 statement of intent to pay prevailing wages 12-04 After APPROVAL,send white copy to Awarding Agency.
Canary copy—L&I
l" How to expedite the processing of your form:
REQUIRED FOR PROCESSING ERRORS THAT CAUSE REJECTION
aw Filing Fee No fee or wrong amount. $25.00 filing fee required.
Bid Due Date and Date Contract Awarded Missing. Award date is before bid due date. Prevailing Wage is based
on the date bids from prime contractor were due to the contract awarding
agency.
Craft/trade/occupation Craft not listed, not specific, or does not match prevailing wage
r occupation listings.
Owner/Operators: If the work will be performed by owners/partners,
state"Owner/Operator" under the"Craft" section, and the wage and
fringe need not be completed. Do list the number of owners on the job.
(Individuals who own less than 30%of the company are not considered
to be owner/operators and must be paid prevailing wage.)
All work subcontracted: If all work will be performed by
subcontractors, check the appropriate box on the form.
Rate of Hourly Pay Missing or incorrect wages. Enter the rate of hourly pay and rate of
qualified hourly fringe benefits, as defined by RCW 39.12.010,that you
will actually provide to the workers. The amount listed for"Rate of
Hourly Pay"plus the amount listed for the"Rate of Hourly Fringe
Benefits", if any, must equal or exceed the Prevailing Wage rate.
Estimated number of workers Missing
Total Dollar Amount of Your Contract Missing—Enter"time and materials" if applicable. The exact dollar
amount will be required on the Affidavit of Wages Paid form.
r
Contractor Registration No. or UBI Missing or not registered. Companies not required to obtain a
contractor's registration number need only indicate UBI (i.e.,janitorial,
surveying,truck driving).
Signature Missing—Intent must be signed by an authorized representative.
,w.
Apprentices: Do not list apprentices or apprenticeship wages on this Statement of Intent. If you use apprentices on this project, they
must be listed on the Affidavit of Wages Paid form (F700-007-000), and registered with the Washington State Apprenticeship and
ow Training Council within 60 days of hire. Any workers not registered as such must be paid prevailing journey level wages. Call (360)
902-5323 to verify registration. Electrical and Plumber trainees registered with the Department of Labor and Industries MUST ALSO be
registered with the Washington State Apprenticeship and Training Council to qualify for apprentice rates.
If there is not enough space to list all required information on one form, use additional Intent forms as needed. Please indicate at the
`�" top of each form"Page 1 of 2", "Page 2 of 2",etc. No additional fee is required. No other attachments will be accepted.
Approval of this Intent will be based on the information provided by the contractor/subcontractor. It does not signify approval
of the classifications of labor used by the contractor/subcontractor.
Am
L&I will mail the approved white copy of this Intent to the organization provided on the front of this form. Make a copy for your records.
A copy of the approved Intent form for each employer must be posted at the jobsite for contracts in excess of$10,000.00.
dw
Prevailing wage rates are available on the Internet at www.Lni.wa.gov/TradesLicensing/PrevailingWage
Im Submit both copies (white and canary) and the $25.00 filing fee to:
wr MANAGEMENT SERVICES Please fold in thirds so the address
DEPT.OF LABOR AND INDUSTRIES will show in a window envelope
PO BOX 44835
OLYMPIA,WASHINGTON 98504-4835 For questions call (360) 902-5335
ow
F700-029-000 statement of intent to pa} prevailing wages-backer 12-04
,r
Department of Labor and Industries sT�rd
Prevailing Wage P AFFIDAVIT OF WAGES PAID
4 f
(360)902-5335 T Public Works Contract
http://www.ini.wa.gov/TradesLicensinorevailingWage °+ ae,a°yam $25.00 Filing Fee Required
• This form must be typed or printed in ink. Project Name Contract#
• Fill in all blanks or form will be returned for correction(see back).
• Please allow a minimum of 10 working days for processing. Contract Awarding Agency(public agency-not federal or private)
• Once approved,your form will be posted online at the website above.
AI'ItROVED Ff?RM, 4TII�IxBEr.IVIAIII✓DfS`THIS;ITSDRL'SSt u .,., ,... Address
Contractor,company or agency name,address,city,state&ZIP+4
City State ZIP+4
Awarding Agency Project Contact Person Phone#
County where work was performed City where work was performed
Bid due date (mm/dd/yy) Date contract awarded (mm/dd/yy)
Date work completed (mm/dd/yy) Date Intent filed (mm/dd/yy)
Was all work subcontracted? Did you intend to use subcontractors?
Prime contractor(has contract with the public agency) Contractor Registration No.
❑ Yes ❑ No ❑ Yes ❑ No
Job start date(mm/dd/yy)
Craft/trade/occupation and apprentices(For apprentices,give name,registration#, Number Total#of hours Rate of Rate of Hourly
trade,dates of work on project,stage of progression,wage and fringe) of workers worked—ea.trade Hourly Pay Fringe Benefits
Indicate number of owners that performed work.
}
E e Indicate total dollar amount of your contract
or time and materials if applicable.
I hereby certify that the above information is correct and that all
workers I employ on this Public Works Project will be paid no less
y State ZIP+4 than the Prevailing Wage Rate(s) as determined by the In
Statistician of the Department of Labor and Industries
Contractor Registration No. UBI Title Signature
Industrial Insurance Account Number
Email address Phone number
l or L&1f7se Onty
Check Number: ❑ $25 or $
n
t 'bC1C✓ I[Tse C)n3yr x
Issued By:
APPROVED: Department of Labor and Industries
By
Industrial Statistician
F700-007-000 affidavit of wages 12-04 After APPROVAL,send white copy to Awarding Aeency.
Canary copy-L&I us
How to expedite the processing of your form:
REQUIRED FOR PROCESSING ERRORS THAT CAUSE REJECTION
Filing Fee No fee or wrong amount. $25.00 filing fee required.
Bid Due Date and Date Contract Awarded Missing. Award date is before bid due date. Prevailing Wage is based on the
date bids from prime contractor were due to the contract awarding agency.
Date work completed Missing or a date in the future.
+rr
Date Intent Filed Missing-An affidavit cannot be approved without the Statement of Intent to Pay
Prevailing Wages being filed.
Craft/trade/occupation Craft not listed, not specific, or does not match prevailing wage occupation
listings.
Owner/Operators: If the work was performed by owners/partners, state
"Owner/Operator"under the"Craft"section,and the wage and fringe need not be
aw completed. Do list the number of owners on the job. (Individuals who own less
than 30%of the company are not considered to be owner/operators and must be
paid prevailing wage.)
All work subcontracted: If all work was performed by subcontractors,check
+r the appropriate box on the form.
Number of workers each trade Missing
o► Total number of hours worked each trade Missing
Rate of Hourly Pay Missing or incorrect wages. Enter the rate of hourly pay and rate of qualified
hourly fringe benefits, as defined by RCW 39.12.010, that you actually provided
1001, to the workers. The amount listed for"Rate of Hourly Pay"plus the amount listed
for the`Rate of Hourly Fringe Benefits", if any, must equal or exceed the
Prevailing Wage rate.
Apprentices* Missing information or apprentice not registered*. List each apprentice by name,
registration number, trade, stage of progression, beginning and ending dates of
work performed on the project(m/d/y to m/d/y),and rate of hourly pay and fringe
a. benefits.
Total Dollar Amount of Your Contract Missing—Enter exact amount(not"time and materials').
10 Contractor Registration No.or UBI Missing or not registered. Companies not required to obtain a contractor's
registration number need only indicate UBI (i.e.,janitorial, surveying, truck
driving).
Signature Missing—Affidavit must be signed by an authorized representative.
* Any apprentice not registered with the Washington State Apprenticeship and Training Council within 60 days of hire must be paid
prevailing journey level wages for the time preceding the date of registration. Call (360) 902-5323 to verify registration. NOTE:
rs Electrical and Plumber trainees registered with the Department of Labor and Industries MUST ALSO be registered with the Washington
State Apprenticeship and Training Council to qualify for apprentice rates.
If there is not enough space to list all required information on one form, use additional Affidavit forms as needed. Please indicate at the
top of each form"Page 1 of 2","Page 2 of 2",etc. No additional fee is required. No other attachments will be accepted.
Approval of this Affidavit will be based on the information provided by the contractor/subcontractor. It does not signify
err
approval of the classifications of labor used by the contractor/subcontractor.
L&I will mail the approved white copy of this Affidavit to the organization provided on the front of this form. Make a copy for your
records.
�r
Prevailing wage rates are available on the Internet at http://www.lni.wa.gov[TradesLicensing/PrevailingWage
Submit both copies (white and canary) and the $25.00 filing fee to:
Willi
MANAGEMENT SERVICES Please fold in thirds so the address
DEPT. OF LABOR AND INDUSTRIES will show in a window envelope
PO BOX 44835
OLYMPIA, WASHINGTON 98504-4835 For questions call (360) 902-5335
wr F700-007-000 affidavit of waves -backer 12-04
CERTIFICATION OF PAYMENT OF PREVAILING WAGES
Date:
+r
Ref: Pay Estimate No.
Project CAG No. rrr
This is to certify that the prevailing wages have been paid to our employees and our subcontractors'
employees for the period
from through in
accordance with the Intents to Pay Prevailing Wage filed with the Washington State Department of
Labor&Industries. This form will be executed and submitted prior to or with the last pay request.
Company Name
By:
Title:
'1
Prevailing Wages.DOC\ j
WSDOT AMENDMENTS
INTRODUCTION
The following Amendments and Special Provisions shall be used in conjunction with the 2006
,rrr
Standard Specifications for Road, Bridge, and Municipal Construction.
AMENDMENTS TO THE STANDARD SPECIFICATIONS
The following Amendments to the Standard Specifications are made a part of this contract and
supersede any conflicting provisions of the Standard Specifications. For informational purposes, the
date following each Amendment title indicates the implementation date of the Amendment or the
latest date of revision.
Each Amendment contains all current revisions to the applicable section of the Standard
aw Specifications and may include references which do not apply to this particular project.
INTRODUCTION
The following Amendments and Special Provisions shall be used in conjunction with the 2006
Standard Specifications for Road, Bridge, and Municipal Construction.
rtr
AMENDMENTS TO THE STANDARD SPECIFICATIONS
The following Amendments to the Standard Specifications are made a part of this contract and
-supersede any conflicting provisions of the Standard Specifications. For informational purposes, the
date following each Amendment title indicates the implementation date of the Amendment or the
latest date of revision.
Each Amendment contains all current revisions to the applicable section of the Standard
Specifications and may include references which do not apply to this particular project.
SECTION 1-04,SCOPE OF THE WORK
April 3, 2006
1-04.6 Variation in Estimated Quantities
The third paragraph beginning with "If the adjusted final quantity of any items", is revised to read:
If the adjusted final quantity of any item does not vary from the quantity shown in the proposal
by more than 25%, then the Contractor and the Contracting Agency agree that all work under
that item will be performed at the original contract unit price.
... SECTION 1-06, CONTROL OF MATERIAL
April 3, 2006
1-06.1 Approval of Materials Prior To Use
The second sentence in the first paragraph is revised to read:
The Contractor shall use the Qualified Product List (QPL), the Aggregate Source Approval
(ASA) Database, or the Request for Approval of Material (RAM) form.
.r.
Number I under the second paragraph is revised to read:
,,,. WSDOT Amendments
I. Shall be new, unless the Special Provisions or Standard Specifications permit otherwise; 40
1-06.1(1) Qualified Products List(QPL)
This section is supplemented with the following: to
The current QPL can be accessed on-line at www.wsdot.wa.gov/biz/mats/QPL/QPL-cfm
The following new sub-section is inserted to follow 1-06.1(2).
1-06.1(3) Aggregate Source Approval(ASA)Database
The ASA is a database containing the results of WSDOT preliminary testing of aggregate
sources. This database is used by the Contracting Agency to indicate the approval status of these
aggregate sources for applications that require preliminary testing as defined in the contract. The
ASA `Aggregate Source Approval Report' identifies the currently approved applications for each jo
aggregate source listed. The acceptance and use of these aggregates is contingent upon
additional job sampling and/or documentation.
r
Aggregates approved for applications on the ASA `Aggregate Source Approval Report' not
conforming to the specifications, not fulfilling the acceptance requirements, or improperly
handled or installed, shall be replaced at the Contractor's expense. we
For questions regarding the approval status of an aggregate source, contact the WSDOT Regional
Materials Engineer for the Region the source is located in. The Contracting Agency reserves the
right to make revisions to the ASA database at anytime.
If there is a conflict between the ASA database and the contract, then the contract shall take
precedence over the ASA database in accordance with Section 1-04.2. The ASA database can be
accessed on-line at www.wsdot.wa.gov/biz/mats/ASA
1-06.2(2)D Quality Level Analysis so
Item 9 under the first paragraph is revised to read:
9. Determine the Composite Pay Factor(CPF) for each lot.
CPF= f1(PF1) +f2(PF2)+-.-+fi(PFi)
i= 1toi
where: fi =price adjustment factor listed in these
Specifications for the applicable material
J = number of constituents being evaluated
SECTION 1-07,LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
August 7, 2006
1-07.9(1) General
The fifth paragraph is revised to read:
If employing labor in a class not listed in the contract provisions on state funded projects only,
the Contractor shall request a determination of the correct wage and benefits rate for that class
rr
WSDOT Amendments 2
and locality from the Industrial Statistician, Washington State Department of Labor and
Industries(State L&I), and provide a copy of those determinations to the Engineer.
wr
The fifth paragraph is supplemented with the following new paragraph:
If employing labor in a class not listed in the contract provisions on federally funded projects, the
Contractor shall request a determination of the correct wage and benefits for that class and
locality from the U. S. Secretary of Labor through the project engineer's office. Generally, the
contractor initiates the request by preparing standard form 1444 and submitting it to the project
engineers'office for further action.
1-07.10 Worker's Benefits
The fourth paragraph is revised to read:
ow
The Public Works Contract Division of the Washington State Department of Labor and Industries
will provide the Contractor with applicable industrial insurance and medical aid classification
.. and premium rates. After receipt of Revenue Release from the Washington State Department of
Revenue, the contracting agency will verify through the Department of Labor and Industries that
the Contractor is current with respect to the payments of industrial insurance and medical aid
premiums.
1-07.15 Temporary Water Pollution/Erosion Control
+rr
The first paragraph is revised to read:
In an effort to prevent, control, and stop water pollution and erosion within the project, thereby
protecting the work, nearby land, streams, and other bodies of water, the Contractor shall
perform all work in strict accordance with all Federal, State, and local laws and regulations
governing waters of the State, as well as permits acquired for the project.
SECTION 1-08, PROSECUTION AND PROGRESS
December 4,2006
1-08.1 Subcontracting
The eighth paragraph (beginning with - On all projects funded with both Contracting Agency funds
and Federal assistance ...) is supplemented with the following:
w
The Contractor has the option of submitting actual MBE/WBE or DBE payment data, on
Federally assisted, Federally assisted and Contracting agency funded, and Contracting Agency
err funded only contracts to the contracting agency on a monthly basis using the Contract
Monitoring and Tracking System (CMATS) through the BizWeb application located at
http://www.omwbe.wa.gov/bizwebatwasbington. Use of CMATS will become a requirement for
all contractors effective January 7, 2008.
1-08.3 Progress Schedule
Section 1-08.3 and all subsections are deleted in their entirety and replaced with the following:
1-08.3 Progress Schedule
1-08.3(1) General Requirements
The Contractor shall submit Type A or Type B Progress Schedules and Schedule Updates to
the Engineer for approval. Schedules shall show work that complies with all time and order
of work requirements in the contract. Scheduling terms and practices shall conform to the
r standards established in Construction Planning and Scheduling, .Second Edition,published
WSDOT Amendments 3
by the Associated General Contractors of America. Except for Weekly Look-Ahead r
Schedules, all schedules shall meet these General Requirements, and provide the following
information:
Wi
1. Include all activities necessary to physically complete the project.
2. Show the planned order of work activities in a logical sequence.
3. Show durations of work activities in working days as defined in Section 1-08.5.
4. Show activities in durations that are reasonable for the intended work.
5. Define activity durations in sufficient detail to evaluate the progress of individual
activities on a daily basis.
6. Show the physical completion of all work within the authorized contract time.
ON
The Contracting Agency allocates its resources to a contract based on the total time allowed
in the contract. The Contracting Agency may accept a Progress Schedule indicating an
early physical completion date but cannot guarantee the Contracting Agency's resources ON
will be available to meet an accelerated schedule. No additional compensation will be
allowed if the Contractor is not able to meet their accelerated schedule due to the
unavailability of Contracting Agency's resources or for other reasons beyond the
Contracting Agency's control.
If the Engineer determines that the Progress Schedule or any necessary Schedule Update low
does not provide the required information, then the schedule will be retumed to the
Contractor for correction and resubmittal.
The Engineer's approval of any schedule shall not transfer any of the Contractor's
responsibilities to the Contracting Agency. The Contractor alone shall remain responsible
for adjusting forces, equipment, and work schedules to ensure completion of the work
within the time(s)specified in the contract. 19
1-08.3(2) Progress Schedule Types
Type A Progress Schedules are required on all projects that do not contain the bid item for
Type B Progress Schedule. Type B Progress Schedules are required on all projects that
contain the bid item for Type B Progress Schedule. Weekly Look-Ahead Schedules and
Schedule Updates are required on all projects.
1-08.3(2)A Type A Progress Schedule
The Contractor shall submit five copies of a Type A Progress Schedule no later than 10 at
days after the date the contract is executed, or some other mutually agreed upon
submittal time. The schedule may be a critical path method(CPM) schedule, bar chart,
or other standard schedule format. Regardless of which format used, the schedule err
shall identify the critical path. The Engineer will evaluate the Type A Progress
Schedule and approve or return the schedule for corrections within 15 calendar days of
receiving the submittal.
1-08.3(2)B Type B Progress Schedule
The Contractor shall submit a preliminary Type B Progress Schedule no later than five
calendar days after the date the contract is executed. The preliminary Type B Progress
WSDOT Amendments 4
Schedule shall comply with all of these requirements and the requirements of Section
1-08.3(1), except that it may be limited to only those activities occurring within the
first 60 working days of the project.
The Contractor shall submit five copies of a Type B Progress Schedule no later than 30
calendar days after the date the contract is executed. The schedule shall be a critical
path method (CPM) schedule developed by the Precedence Diagranuning Method
(PDM). Restraints may be utilized, but may not serve to change the logic of the
network or the critical path. The schedule shall display at least the following
information:
.r.
Contract Number and Title
Construction Start Date
" Critical Path
Activity Description
Milestone Description
Activity Duration
Predecessor Activities
Successor Activities
rr Early Start(ES)and Early Finish(EF) for each activity
Late Start(LS) and Late Finish(LF)for each activity
Total Float(TF)and Free Float(FF) for each activity
Physical Completion Date
Data Date
The Engineer will evaluate the Type B Progress Schedule and approve or return the
.r schedule for corrections within 15 calendar days of receiving the submittal.
1-08.3(2)C Vacant
1-08.3(2)D Weekly Look-Ahead Schedule
Each week that work will be performed, the Contractor shall submit a Weekly Look-
Ahead Schedule showing the Contractor's and all subcontractors' proposed work
activities for the next two weeks. The Weekly Look-Ahead Schedule shall include the
description, duration and sequence of work, along with the planned hours of work.
""" This schedule may be a network schedule, bar chart, or other standard schedule format.
The Weekly Look-Ahead Schedule shall be submitted to the Engineer by the midpoint
of the week preceding the scheduled work or some other mutually agreed upon
r submittal time.
1-08.3(3) Schedule Updates
The Engineer may request a Schedule Update when any of the following events occur:
I. The project has experienced a change that affects the critical path.
2. The sequence of work is changed from that in the approved schedule.
3. The project is significantly delayed.
4. Upon receiving an extension of contract time.
rr WSDOT Amendments 5
The Contractor shall submit five copies of a Type A or Type B Schedule Update within 15
calendar days of receiving a written request, or when an update is required by any other
provision of the contract. A"significant"delay in time is defined as 10 working days or 10
percent of the original contract time, whichever is greater.
In addition to the other requirements of this Section, Schedule Updates shall reflect the
following information:
1. The actual duration and sequence of as-constructed work activities, including
changed work.
■ii
2. Approved time extensions.
I Any construction delays or other conditions that affect the progress of the work. No
4. Any modifications to the as-planned sequence or duration of remaining activities.
5. The physical completion of all remaining work in the remaining contract time.
Unresolved requests for time extensions shall be reflected in the Schedule Update by 14
assuming no time extension will be granted, and by showing the effects to follow-on
activities necessary to physically complete the project within the currently authorized time
for completion.
1-08.3(4) Measurement
No specific unit of measurement shall apply to the lump sum item for Type B Progress
Schedule.
1-08.3(5) Payment
Payment will be made in accordance with Section 1-04.1, for the following bid item when it
is included in the proposal:
"Type B Progress Schedule", lump sum.
The Lump Sum price shall be full pay for all costs for furnishing the Type B Progress
Schedule and preliminary Type B Progress Schedule. + +
Payment of 80 percent of the lump sum price will be made upon approval of the Progress
Schedule. .r
Payment will be increased to 100 percent of the lump sum price upon completion of 80
percent of the original total contract award amount.
All costs for providing Type A Progress Schedules and Weekly Look-Ahead Schedules are
considered incidental to other items of work in the contract.
No payment will be made for Schedule Updates that are required due to the Contractors
operations. Schedule Updates required by events that are attributed to the actions of the
Contracting Agency will be paid for in accordance with Section 1-09.4.
1-08.4 Prosecution of Work
The first sentence is revised to read: so
WSDOT Amendments 6
" The Contractor shall begin work within 21 calendar days from the date of execution of the
contract by the Contracting Agency, unless otherwise approved in writing.
1-08.5 Time for Completion
This section is revised to read:
The Contractor shall complete all physical contract work within the number of"working days"
stated in the Contract Provisions or as extended by the Engineer in accordance with Section 1-
08.8. Every day will be counted as a "working day' unless it is a nonworking day or an
,., Engineer determined unworkable day. A nonworking day is defined as a Saturday, a Sunday, a
whole or half day on which the contract specifically prohibits work on the critical path of the
Contractor's approved progress schedule, or one of these holidays: January 1, the third Monday
of January, the third Monday of February, Memorial Day, July 4, Labor Day, November 11,
Thanksgiving Day, the day after Thanksgiving, and Christmas Day. When any of these holidays
fall on a Sunday, the following Monday shall be counted a nonworking day. When the holiday
falls on a Saturday, the preceding Friday shall be counted a nonworking day. The days between
December 25 and January 1 will be classified as nonworking days.
An unworkable day is defined as a half or whole day the Engineer declares to be unworkable
because of weather or conditions caused by the weather that prevents satisfactory and timely
performance of the work shown on the critical path of the Contractor's approved progress
schedule. Other conditions beyond the control of the Contractor may qualify for an extension of
�" time in accordance with Section 1-08.8.
Contract time shall begin on the first working day following the 21 st calendar day after the date
+� the Contracting Agency executes the contract. If the Contractor starts work on the project at an
earlier date, then contract time shall begin on the first working day when onsite work begins.
The contract provisions may specify another starting date for contract time, in which case, time
9rr will begin on the starting date specified.
Each working day shall be charged to the contract as it occurs, until the contract work is
+rr physically complete. If substantial completion has been granted and all the authorized working
days have been used, charging of working days will cease. Each week the Engineer will provide
the Contractor a statement that shows the number of working days: (1) charged to the contract
the week before; (2) specified for the physical completion of the contract; and (3) remaining for
the physical completion of the contract. The statement will also show the nonworking days and
any half or whole day the Engineer declares as unworkable. Within 10 calendar days after the
date of each statement, the Contractor shall file a written protest of any alleged discrepancies in
it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the
Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest
we
in that period, the Contractor shall be deemed as having accepted the statement as correct.
The Engineer will give the Contractor written notice of the physical completion date for all work
do the contract requires. That date shall constitute the physical completion date of the contract, but
shall not imply the Secretary's acceptance of the work or the contract.
The Engineer will give the Contractor written notice of the completion date of the contract after
*a all the Contractor's obligations under the contract have been performed by the Contractor. The
following events must occur before the Completion Date can be established:
an 1. The physical work on the project must be complete; and
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wo WSDOT Amendments 7
2. The Contractor must furnish all documentation required by the contract and required
by law, to allow the Contracting Agency to process final acceptance of the contract.
The following documents must be received by the Project Engineer prior to
establishing a completion date:
a. Certified Payrolls (Federal-aid Projects)
b. Material Acceptance Certification Documents
C. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly
Report of Amounts Credited as DBE Participation, as required by the
Contract Provisions. +w
d. FHWA 47(Federal-aid Projects)
e. Final Contract Voucher Certification
1-08.8 Extensions of Time
Section 1-08.8 is revised to read:
The Contractor shall submit any requests for time extensions to the Engineer in writing no later so
than 10 working days after the delay occurs. The requests for time extension shall be limited to
the affect on the critical path of the Contractor's approved schedule attributable to the change or so
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 so
request shall include an updated schedule that supports the request and demonstrates 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 No
of the work or by using other reasonable alternatives. If a request combined with previous
extension requests, equals 20 percent or more of the original contract time then the Contractor's
letter of request must bear consent of Surety. In evaluating any request, the Engineer will Mi
consider how well the Contractor used the time from contract execution up to the point of the
delay and the effect the delay has on any completion times included in the special provisions.
The Engineer will evaluate and respond within 15 calendar days of receiving the request. so
The authorized time for physical completion will be extended for a period equal to the time the
Engineer determines the work was delayed because of No
1. Adverse weather causing the time requested to be unworkable, provided that the
Engineer had not already declared the time to be unworkable and the Contractor has go
filed a written protest according to Section 1-08.5.
2. Any action, neglect, or default of the Contracting Agency, its officers, or employees, or OW
of any other contractor employed by the Contracting Agency.
3. Fire or other casualty for which the Contractor is not responsible.
4. Strikes.
5. Any other conditions for which these Specifications permit time extensions such as: am
a. In Section 1-04.4 if a change increases the time to do any of the work
mcludmg unchanged work. 10
WSDOT Amendments 8
to b. In Section 1-04.5 if increased time is part of a protest that is found to be a
valid protest.
Ow C. In Section 1-04.7 if a changed condition is determined to exist that caused a
delay in completing the contract.
d. In Section 1-05.3 if the Contracting Agency does not approve properly
prepared and acceptable drawings within 30 calendar days.
..
C. In Section 1-07.13 if the performance of the work is delayed as a result of
damage by others.
f. In Section 1-07.17 if the removal or the relocation of any utility by forces
other than the Contractor caused a delay.
rr g. In Section 1-07.24 if a delay results from all the right of way necessary for
the construction not being purchased and the special provisions does not
make specific provisions regarding unpurchased right of way.
rr h. In Section 1-08.6 if the performance of the work is suspended, delayed, or
interrupted for an unreasonable period of time that proves to be the
responsibility of the Contracting Agency.
+rr
i. In Section 1-09.11 if a dispute or claim also involves a delay in completing
the contract and the dispute or claim proves to be valid.
rrr
j. In Section 1-09.6 for work performed on a force account basis.
�r 6. If the actual quantity of work performed for a bid item was more than the original plan
quantity.and increased the duration of a critical activity. Extensions of time will be
limited to only that quantity exceeding the original plan quantity.
rr
7. Exceptional causes not specifically identified in items 1 through 6, provided the
request letter proves the Contractor had no control over the cause of the delay and
could have done nothing to avoid or shorten it.
Working days added to the contract by time extensions, when time has overran, shall only apply
to days on which liquidated damages or direct engineering have been charged, such as the
following:
If substantial completion has been granted prior to all of the authorized working days being
used, then the number of days in the time extension will eliminate an equal number of days
on which direct engineering charges have accrued. If the substantial completion date is
established after all of the authorized working days have been used, then the number of days in the time extension will eliminate an equal number of days on which liquidated
damages or direct engineering charges have accrued.
The Engineer will not allow a time extension for any cause listed above if it resulted from
the Contractor's default, collusion, action or inaction, or failure to comply with the contract.
The Contracting Agency considers the time specified in the special provisions as sufficient to do
all the work. For this reason, the Contracting Agency will not grant a time extension for:
Ow err
WSDOT Amendments 9
• Failure to obtain all materials and workers unless the failure was the result of
exceptional causes as provided above in subsection 7;
• Changes, protests, increased quantities, or changed conditions (Section 1-04) that do
not delay the completion of the contract or prove to be an invalid or inappropriate time
extension request;
Delays caused by nonapproval of drawings or plans as provided in Section 1-05.3;
• Rejection of faulty or inappropriate equipment as provided in Section 1-05.9;
• Correction of thickness deficiency as provided in Section 5-05.5(1)B.
The Engineer will determine whether the time extension should be granted, the reasons for the
extension, and the duration of the extension, if any. Such determination will be final as provided
in Section 1-05.1.
.r
SECTION 1-09, MEASUREMENT AND PAYMENT
December 4,2006
rrr
1-09.6 Force Account
The last paragraph under "3. For Equipment" is revised to read:
Copies of the AGC/WSDOT Equipment Rental Agreement will be maintained on the Contracting
Agency's web site at www.wsdot.wa.gov.
1-09.9(1) Retainage
The fourth paragraph is revised to read:
Release of the retainage will be made 60 days following the Completion Date (pursuant to RCW
39.12, and RCW 60.28)provided the following conditions are met:
1. On contracts totaling more than $20,000, a release has been obtained from the
Washington State Department of Revenue.
2. Affidavits of Wages Paid for the Contractor and all Subcontractors are on file with the
Contracting Agency(RCW 39.12.040).
3. A certificate of Payment of Contributions Penalties and Interest on Public Works
Contract is received from the Washington State Employment Security Department.
4. Washington State Department of Labor and Industri es (per section 1-07.10)shows the r
Contractor is current with payments of industrial insurance and medical aid premiums.
5. All claims, as provided by law, filed against the retainage have been resolved. In the
event claims are filed and provided the conditions of 1, 2, 3 and 4 are met, the
Contractor will be paid such retained percentage less an amount sufficient to pay any
such claims together with a sum determined by the Contracting Agency sufficient to
pay the cost of foreclosing on claims and to cover attorney's fees.
WSDOT Amendments 10
11r
SECTION 2-03,ROADWAY EXCAVATION AND EMBANKMENT
August 7, 2006
2-03.3(2) Rock Cuts
This section is revised to read:
1. Preserving Rock Below Subgrade. The Contractor shall take care not to break down,
r loosen, or damage the rock under the subgrade line, except as provided by Section 2-
03.3(3). Normally cuts will be made from the top, lift by lift, to protect the rock bench that
will remain. The Contractor shall be responsible for methods used and for any damage
�r caused to the roadbed,regardless of any previous approvals by the Engineer.
2. Scaling and Dressing. To leave rock cuts in a safe, stable condition, the Contractor shall
scale and dress them, removing all loose fragments and rocks not firmly fastened to the rock
slope. The Contractor shall also remove any overhanging rock the Engineer sees as a
hazard to roadway users.
r
If the Engineer requires it, the Contractor shall remove loose fragments and rocks lying
outside the slope stakes. Payment for such extra work shall be by force account as provided
in Section 1-09.6. The Contracting Agency will pay for loading and hauling these materials
at the unit contract prices that apply or as provided in Section 1-04.4.
3. Drilling and Blasting. Not less than two weeks prior to commencing drilling and blasting
operations or at any time the Contractor proposes to change the drilling and blasting
methods, the Contractor shall submit a blasting plan to the Engineer for review. The
blasting plan shall contain the full details of the drilling and blasting patterns and controls
the Contractor proposes to use for both the controlled and production blasting. The blasting
plan submittal is required for all blasting operations and shall contain the following
minimum information:
a) Station limits of proposed shot.
b) Plan and section views of proposed drill pattern including free face, burden, blast
hole spacing, blast hole diameter, blast hole angles, lift height, and subdrill depth.
qr„ c) Loading diagram showing type and amount of explosives, primers, initiators, and
location and depth of stemming.
d) Initiation sequence of blast holes including delay times and delay system.
e) Manufacturer's data sheets for all explosives, primers, and initiators to be
employed.
Review of the blasting plan by the Engineer shall not relieve the Contractor of the
responsibility for the accuracy and adequacy of the plan when implemented in the field.
When blasting to establish slopes X12 to 1 or steeper, and more than 10 feet high, the
Contractor shall use controlled blasting. The Engineer may require the Contractor to use
controlled blasting to form the faces of other slopes, even if the slopes could be formed by
nonblasting methods.
r.r
wr WSDOT Amendments
Controlled blasting refers to the controlled use of explosives and blasting accessories in
carefully spaced and aligned drill holes to provide a free surface or shear plane m the rock
along the specified backslope. Controlled blasting techniques covered by this specification
include presplitting and cushion blasting.
In addition to the blasting plan submittal, when using controlled blasting the Contractor
shall:
a) Prior to commencing full-scale blasting operations, the Contractor shall
demonstrate the adequacy of the proposed blast plan by drilling, blasting, and
excavating short test sections, up to 100 feet in length, to determine which
combination of method, hole spacing, and charge works best. When field
conditions warrant, the Contractor may be ordered to use test section lengths less
than 100 feet.
Unless otherwise approved by the Engineer, the Contractor shall begin the tests
with the controlled blast holes spaced 30-inches apart, then adjust if needed, until
the Engineer approves the spacing to be used for full-scale blasting operations.
b) The Contractor shall completely remove all overburden soil and loose or
decomposed rock along the top of the excavation for a distance of at least 30 feet
beyond the end of the production hole drilling limits, or to the end of the cut,
before drilling the presplitting holes.
+
c) The controlled blast holes shall be not less than 21/2 inches nor more than 3 inches
in diameter.
■
d) The Contractor shall control drilling operations by the use of the proper
equipment and technique to ensure that no hole shall deviate from the plane of the
planned slope by more than 9 inches either parallel or normal to the slope. Drill
holes exceeding these limits shall not be paid for unless satisfactory slopes are
being obtained.
go
e) Controlled blast holes shall extend a minimum of 30 feet beyond the limits of the
production holes to be detonated, or to the end of the cut as applicable.
go
f) The length of controlled blast holes for any individual lift shall not exceed 20 feet
unless the Contractor can demonstrate to the Engineer the ability to stay within
the above tolerances and produce a uniform slope. If greater than 5 percent of the no
presplit holes are misaligned in any one lift, the Contractor shall reduce the height
of the lifts until the 9-inch aligmnent tolerance is met. Upon satisfactory
demonstration, the length of holes may be increased to a maximum of 60 feet M
with written approval of the Engineer.
g) When the cut height requires more than one lift, a maximum 2-foot offset
between lifts will be permitted to allow for drill equipment clearances.- The
Contractor shall begin the control blast hole drilling at a point that will allow for
necessary offsets and shall adjust, at the start of lower lifts, to compensate for any
drift that may have occurred in the upper lifts.
h) Before placing charges, the Contractor shall determine that the hole is free of
obstructions for its entire depth. All necessary precautions shall be exercised so
No
WSDOT Amendments 12
No
that the placing of the charges will not cause caving of material from the walls of
+r. the holes.
i) The maximum diameter of explosives used in presplit holes shall not be greater
than '/z the diameter of the presplit hole.
j) Only standard explosives manufactured especially for controlled blasting shall be
'�" used in controlled blast holes, unless otherwise approved by the Engineer. Bulk
ammonium nitrate and fuel oil (ANFO) shall not be allowed to be loaded in the
presplit holes.
No
k) If fractional portions of standard explosive cartridges are used, they shall be
firmly affixed to the detonating cord in a manner that the cartridges will not slip
4W down the detonating cord nor bridge across the hole. Spacing of fractional
cartridges along the length of the detonating cord shall not exceed 30 inches
center to center and shall be adjusted to give the desired results.
r.
l) Continuous column cartridge type of explosives used with detonating cord shall
be assembled and affixed to the detonating cord in accordance with the explosive
.rr
manufacturer's instructions, a copy of which shall be furnished to the Engineer.
m) The bottom charge of a presplit hole may be larger than the line charges but shall
No not be large enough to cause overbreak. The top charge of the presplitting hole
shall be placed far enough below the collar, and reduced sufficiently, to avoid
overbreaking and heaving.
to n) The upper portion of all presplit holes, from the top most charge to the hole collar,
shall be stemmed. Stemming materials shall be sand or other dry angular
material, all of which passes a 3/8-1nch sieve.
No
o) If presplitting is specified, the detonation of these holes shall be fired first.
g. p) If cushion blasting is specified, the detonation of these holes shall be fired last on
an instantaneous delay after all other blasting has taken place in the excavation.
go q) Production blast holes shall not be drilled closer than 6 feet to the controlled blast
line, unless approved by the Engineer. The bottom of the production holes shall
not be lower than the bottom of the controlled blast holes. Production holes shall
as not exceed 6 inches in diameter, unless approved by the Engineer. Detonation of
production holes shall be on a delay sequence toward a free face.
r r) The use of horizontal blast holes for either production or controlled blasting is
prohibited.
SECTION 2-09,STRUCTURE EXCAVATION
January 3,2006
2-09.3(1)E Backfilling
Item 1 of the first paragraph under Compaction is revised to read:
1. Backfill supporting roadbed, roadway embankments, or structures, including backfill
providing lateral support for noise barrier wall foundations, luminaire poles, traffic signal
.r
WSDOT Amendments 13
�w
standards, and roadside and overhead sign structure foundations — placed in horizontal
layers no more than 6 inches thick with each layer compacted to 95 percent of the
maximum density determined by the Compaction Control Test, Section 2-03.3(14)D.
SECTION 2-12 CONSTRUCTION GEOTEXTILE
August 7, 2006
The section title is revised to read:
CONSTRUCTION GEOSYNTHETIC
2-12 CONSTRUCTION GEOTEXTILE
This heading is revised to read:
2-12 CONSTRUCTION GEOSYNTHETIC
2-12.1 Description
The word geotextile is revised to geosynthetic.
2-12.2 Materials
In the first and second paragraphs geotextile is revised to geosynthetic.
2-12.3 Construction Requirements r
In the first,second,and third paragraphs geotextile is revised to geosynthetic.
SECTION 3-01,PRODUCTION FROM QUARRY AND PIT SITES No
August 7, 2006
3-01.4(1) Acquisition and Development No
The first paragraph is revised to read:
If, under the terms of the Contract, the Contractor is required to provide a source of materials, or
rr
if the Contractor elects to use materials from sources other than those provided by the
Contracting Agency, the Contractor shall, at no expense to the Contracting Agency, make all
necessary arrangements for obtaining the material and shall ensure the quantity of suitable
material is available. Preliminary samples shall be taken by or In the presence of the Engineer or
a designated representative unless the Engineer permits otherwise. Approval of the source does
not relieve the Contractor from meeting these specification requirements, nor does it guarantee
that the material will meet these requirements without additional or proper processing. The
Engineer may require additional preliminary samples at any time.
SECTION 5-01, CEMENT CONCRETE PAVEMENT RE,HABD'--ITATION we
December 4,2006
5-01.3(2)B Portland Cement Concrete
The third paragraph beginning with "Acceptance testing" is supplemented with the following:
The Contractor shall provide cure boxes in accordance with Section 6-02.3(5)H, and protect
concrete cylinders in cure boxes from excessive vibration and shock waves during the curing
period in accordance with Section 6-02.3(6)D. Payment for cure boxes shall be in accordance
with Section 6-02.5.
1W
WSDOT Amendments 14
No
5-01.3(4) Replace Portland Cement Concrete Panel
The third paragraph is revised to read:
When new concrete pavement is to be placed against existing cement concrete pavement, epoxy
coated tie bars and epoxy coated dowel bars shall be drilled and grouted into the existing
pavement with either Type I or N epoxy resin as specified in Section 9-26. Tie bars are not
++r required for panel replacement less than a full panel.
5-01.3(6) Dowel Bar Retrofit
�. The fourth and fifth sentences in the second paragraph are revised to read:
When gang saws are used, slots that are not used shall be cleaned and sealed with either Type I or
N epoxy resin as specified in Section 9-26.
The sixth paragraph is revised to read:
All slot surfaces shall be cleaned to bare concrete by sand blasting. The cleaning shall remove
all slurry, parting compound, and other foreign materials prior to installation of the dowel. Any
damage to the concrete shall be repaired by the Contractor at no cost to the Contracting Agency.
Traffic shall not be allowed on slots where concrete has been removed.
5-01.3(10) Pavement Smoothness
This section is revised to read:
Perform the work described in Section 5-05.3(12), and the following:
+rr
Where the pavement is ground, calculation of the profile index shall exclude dips and
depressions in the existing roadway. The profrlograph generated reports shall be provided
+rr to the Engineer prior to payment.
5-01.5 Payment
This section is revised to read:
In the 15th paragraph for Sealing Transverse and Longitudinal Joints, delete "Cement Concrete
Pavement Grinding",per square yard.
At the top of the 16th paragraph add "Cement Concrete Pavement Grinding", per square yard.
.r►
The second sentence in the 16th paragraph is revised to read:
r
The costs of any additional pavement grinding and profiling required to complete the work
as specified is also included in this payment.
The 18th paragraph for Replace Uncompactable Material is supplemented with the following:
rr
All costs associated with the containment, collection and disposal of concrete slurry and
grinding residue shall be included in the applicable concrete grinding or cutting items of
work.
WSDOT Amendments 1s
r
SECTION 5-05, CEMENT CONCRETE PAVEMENT
December 4,2006
5-05.3(4)A Acceptance of Portland Cement Concrete Pavement
The ninth paragraph beginning with "Acceptance testing for compliance" is supplemented with the
following:
The Contractor shall provide cure boxes in accordance with Section 6-02.3(5)H, and protect +
concrete cylinders in cure boxes from excessive vibration and shock waves during the curing
period in accordance with Section 6-02.3(6)D. Payment for cure boxes shall be in accordance
with Section 6-02.5.
5-05.3(7) Placing, Spreading, and Compacting Concrete
The second paragraph is revised to read:
The average density of the cores shall be at least 97 percent of the approved mix design density
or the actual concrete density when determined by the Contractor using AASHTO T 121 with no
cores having a density of less than 96 percent. go
5-05.3(10) Tie Bars and Dowel Bars
The second sentence in the seventh paragraph is revised to read:
The epoxy-bonding agent shall be either Type I or IV epoxy resin as specified in Section 9-26.
5-05.3(12) Surface Smoothness
The first sentence in the first paragraph is revised to read:
r
The pavement smoothness will be checked with equipment furnished and operated by the
Contractor, under supervision of the Engineer, within 48 hours following placement of concrete.
SECTION 6-02, CONCRETE STRUCTUIZES
December 4,2006
6-02.3(2) Proportioning Materials
The third paragraph is revised to read:
rr
The use of fly ash is required for Class 4000D and 4000P concrete, except that ground granulated
blast furnace slag may be substituted for fly ash at a L 1 ratio. The use of fly ash and ground
granulated blast furnace slag is optional for all other classes of concrete.
Sri
6-02.3(2)A Contractor Mix Design
The first paragraph is revised to read:
40
The Contractor shall provide a mix design in writing to the Engineer for all classes of concrete
specified in the Plans except for those accepted based on a Certificate of Compliance. No
concrete shall be placed until the Engineer has reviewed the mix design. The required average 28
day compressive strength shall be selected per ACI 318, Chapter 5, Section 5.3.2.ACI 211.1 and
ACI 318 shall be used to determine proportions. The proposed nix for Class 4000P shall provide
a minimum fly ash or ground granulated blast furnace slag content per cubic yard of 100 pounds,
and a minimum cement content per cubic yard of 600 pounds. The proposed mix for Class
4000D shall provide a minimum fly ash or ground granulated blast furnace slag content per cubic
yard of 75 pounds, and a minimum cement content per cubic yard of 660 pounds. All other so
WS DOT Amendments 16
10
concrete mix designs, except those for lean concrete and commercial concrete, shall have a
do minimum cementitious material content of 564 pounds per cubic yard of concrete.
The following new sentence is inserted after the first sentence in the fourth paragraph.
r
An alternate combined aggregate gradation conforming to Section 9-03.1(5)may also be used.
OW 6-02.3(4)A Qualification of Concrete Suppliers
The first paragraph and the entire second paragraph (1 through 4) are deleted and replaced with the
following:
No
Batch Plant Prequalification may be obtained through one of the following methods:
1. Certification by the National Ready Mix Concrete Association (NRMCA).
aw Information concerning NRMCA certification may be obtained from the NRMCA at
900 Spring Street, Silver Springs, MD 20910 or online at www.nrmca.org. The
NRMCA certification shall be good for a two year period. When this method of
certification is used the following documentation shall be submitted to the project
engineer.
aw a. A copy of the current NRMCA Certificate of Conformance, the concrete mix
design(s) (WSDOT Form 350-040), along with copies of the truck list, batch
plant scale certification, admixture dispensing certification, and volumetric
Or water batching devices (including water meters) verification.
2. Independent evaluation certified by a Professional Engineer using NRMCA checklist.
rwe The Professional Engineer shall be licensed under title 18 RCW, state of Washington,
qualified in civil engineering. The independent certification using the NRMCA
checklist shall be good for a two year period. When this method of certification is
used the following documentation shall be submitted to the engineer.
a. A copy of the Professional Engineer's stamped and sealed NRMCA
Verification of Inspection and Application for Certificate page from the
NRMCA checklist, the concrete mix design(s) (WSDOT Form 350-040),
along with copies of the truck list, batch plant scale certification,admixture
dispensing certification, and volumetric water batching devices (including
water meters) verification.
3. Inspection conducted by the Plant Manager, defined as the person directly responsible
for the daily plant operation, using the NRMCA Plant Certification checklist. The
Plant Manager certification shall be done prior to the start of a project, and every six
months throughout the life of the project, and meet the following requirements:
wr
a. The Agreement to Regularly Check Scales and Volumetric Batching
Dispensers page in the NRMCA Plant Certification checklist shall be signed
by the Plant Manager and notarized.
b. The signed and notarized Agreement to Regularly Check Scales and
Volumetric Batching Dispensers page and a copy of the NRMCA Plant
Certification checklist cover page showing the plant designation, address and
Company operating plant shall all be submitted to the Project Engineer with
�wr the concrete mix design (WSDOT Form 350-040), along with copies of the
r
WSDOT Amendments 17
ra
truck list, batch plant scale certification, admixture dispensing certification,
and volumetric water batching devices(including water meters) verification.
C. The NRMCA Plant Certification checklists shall be maintained by the Plant
Manager and are subject to review at any,time by the Contracting Agency.
e. Volumetric water batching devices (including water meters) shall be verified
every 90 days.
6-02.3(5)C Conformance to Mix Design
Item 2 under the first paragraph is revised to read:
2. Fly ash and ground granulated blast furnace slag weight plus or minus 5 percent of that
specified in the mix design.
6-02.3(5)H Sampling and Testing for Compressive Strength
This section including title is revised to read:
6-02.3(5)H Sampling and Testing for Compressive Strength and Initial Curing
Acceptance testing for compressive strength shall be conducted at the same frequency as the
acceptance tests for temperature, consistency, and air content.
The Contractor shall provide, and maintain cure boxes for curing concrete cylinders. The
Contractor shall also provide, maintain and operate all necessary power sources and connections
needed to operate the curing box. Concrete cylinders shall be cured in a cure box in accordance
with WSDOT FOP for AASHTO T 23. The cure boxes shall maintain a temperature between
60°F and 80°F for concrete with specified strengths less than 6000 psi and between 68°F and
78°F for concrete with specified strengths of 6000 psi and higher. A minimum/maximum
thermometer shall be installed to measure the internal temperature of the cure box. The
thermometer shall be readable from outside of the box and be capable of recording the high and am
low temperatures in a 24-hour period. The cure boxes shall create an environment that prevents
moisture loss from the concrete specimens. The top shall have a working lock and the interior
shall be rustproof.A moisture-proof seal shall be provided between the lid and the box. The cure
box shall be the appropriate size to accommodate the number- of concrete acceptance cylinders
necessary or the Contractor shall provide additional cure boxes. Once concrete cylinders are
placed in the cure box, the cure box shall not be moved until the cylinders have been cured in
accordance with these specifications. When concrete is placed at more than one location
simultaneously, multiple cure boxes shall be provided.
The Contractor shall protect concrete cylinders in cure boxes from excessive vibration and shock
waves during the curing period in accordance with Section 6-02.3(6)D.
6-02.3(6)D Protection Against Vibration
The last sentence in the second paragraph is revised to read:
See the Shaft Special Provision, and Section 6-16 respectively for shaft installation, and soldier
pile shaft installation operations.
The first sentence in number 3 under Prescriptive Safe Distance Method is revised to read:
(3) Equipment Class H (High Vibration) shall include pile drivers, machine operated impact
tools, pavement breakers, and other large pieces of equipment.
WSDOT Amendments 18
6-02.3(11) Curing Concrete
The second paragraph is supplemented with the following:
Runoff water shall be collected and disposed of in accordance with all applicable regulations. In
no case shall runoff water be allowed to enter any lakes, streams, or other surface waters.
r 6-02.3(16) Plans for Falsework and Formwork
The address for FEDEX delivery following the fourth paragraph is revised to read:
Washington State Department of Transportation
Bridge and Structures Engineer
7345 Linderson Way SW
Tumwater, WA 98501-6504
6-02.3(16)A Nonpreapproved Falsework and Formwork Plans
..r
The address for FEDEX delivery following the first paragraph is revised to read:
Washington State Department of Transportation
Bridge and Structures Engineer
aw 7345 Linderson Way SW
Tumwater, WA 98501-6504
40 6-02.3(16)B Preapproved Formwork Plans
The address for FEDEX delivery following the second paragraph is revised to read:
+rr Washington State Department of Transportation
Bridge and Structures Engineer
7345 Linderson Way SW
Tumwater, WA 98501-6504
6-02.3(24)C Placing and Fastening
w„ The 14th paragraph is revised to read:
Clearances shall be at least:
4-inches between: Main bars and the top of any concrete masonry exposed to
the action of salt or alkaline water.
.w 3-inches between: Main bars and the top of any concrete deposited against earth
without intervening forms.
21/2-Inches between: Adjacent bars in a layer. Roadway slab bars and the top of
the roadway slab.
2-inches between: Adjacent layers. Main bars and the surface of concrete
exposed to earth or weather (except in roadway slabs).
Reinforcing bars and the faces of forms for exposed
aggregate finish.
1 1/2-inches between: Main bars and the surface of concrete not exposed to earth or
weather. Slab bars and the top of the slab (except roadway
wr
WSDOT Amendments 19
+rr
slabs). Barrier and curb bars and the surface of the concrete.
Stirrups and ties and the surface of the concrete exposed to
earth or weather.
1-inch between: Slab bars and the bottom of the slab. Stirrups and ties and the
surface of the concrete not exposed to earth or weather.
6-02.3(26)A Shop Drawings err
The address for FEDEX delivery under Item 1 in the first paragraph is revised to read:
Washington State Department of Transportation
Bridge and Structures Engineer
7345 Linderson Way SW
Tumwater, WA 98501-6504
6-02.3(28)A Shop Drawings
The first paragraph is revised to read:
Before casting the structural elements, the Contractor shall submit:
1. Seven sets of shop drawings for approval by the Department of Transportation Bridge
and Structures Engineer, Construction Support, addressed as follows:
US Postal Service
P. O. Box 47340
Olympia, WA 98504-7340
FedEx
7345 Linderson Way SW
Tumwater, WA 98501-6504; and
2. Two sets of shop drawings to the Project Engineer.
■r
6-02.4 Measurement
This section is supplemented with the following:
No specific unit of measure will apply to the lump sum item for cure box.
6-02.5 Payment
This section is supplemented with the following
"Cure Box", lump sum.
The lump sum contract price for "Cure Box" shall be full pay for all costs for providing,
operating, maintaining, moving and removing the cure boxes and providing, maintaining and
operating all necessary power sources and connections needed to operate the curing boxes.
SECTION 6-03, STEEL STRUCTURES
December 4, 2006
6-03.3(7) Shop Plans
The first two sentences in the first paragraph are revised to read:
.r
WSDOT Amendments 20
The Contractor shall submit for approval all shop detail plans for fabricating the steel. These
�r shall be sent to the Department of Transportation Bridge and Structures Engineer, Construction
Support, addressed as follows:
US Postal Service
P. O. Box 47340
Olympia, WA 98504-7340
w
FedEx
7345 Linderson Way SW
r. Tumwater, WA 98501-6504
6-03.3(21)A Web Plates
This section is revised to read:
If web plates are spliced, gaps between plate ends shall be set at shop assembly to measure 1/4-
inch, and shall not exceed 3/8-inch.
6-03.3(33) Bolted Connections
The first sentence in the second paragraph is revised to read:
All bolted connections are slip critical.
No SECTION 6-05, PILING
August 7, 2006
to 6-05.3(1I)H Pile Driving From or Near Adjacent Structures
The second paragraph is revised to read:
to Freshly placed concrete in the vicinity of the pile driving operation shall be protected against
vibration in accordance with Section 6-02.3(6)D.
40 The third paragraph is deleted.
6-05.5 Payment
r The paragraph following"Furnishing St. Piling", per linear foot is revised to read:
The unit contract price per linear foot for"Furnishing (type) Piling O" shall be full pay for
.r. furnishing the piling specified, including fabricating and installing the steel reinforcing bar cage,
and casting and curing the concrete, as required for concrete piling. Such price shall also be full
pay, when measurement includes, for piling length ordered but not driven.
rr SECTION 6-07, PAINTING
August 7, 2006
6-07.2 Materials
The first sentence in the second paragraph is revised to read:
Material used for field abrasive blasting shall meet Military Specification MIL-A-22262B(SH)
as listed on QPL-22262-28 as maintained by the Department of the Navy.
w
WSDOT Amendments Y1
rr►
6-07.3(2)A Bridge Cleaning No
In the third paragraph under Pressure Flushing, the US Sieve size for Apparent opening size(ASTM
D4751) is revised to read:
#100 US Sieve
SECTION 6-09, MODIFIED CONCRETE OVERLAYS
December 4, 2006
6-09.3(6)C Placing Deck Repair Concrete
This section is revised to read:
Deck repair concrete for modified concrete overlays shall be either modified concrete or concrete
Class M.
Before placing any deck repair concrete, the Contractor shall flush the existing concrete in the
repair area with water and make sure that the existing concrete is well saturated. The Contractor
shall remove any freestanding water prior to placing the deck repair concrete. The Contractor No
shall place the deck repair concrete onto the existing concrete while it is wet.
All deck repairs with exposed bottom layer steel reinforcing bars, all full depth deck repairs, and
all deck repairs of an area greater than ten square feet (reasured at the top layer of steel
reinforcement) shall be repaired, and wet cured for 42 hours in accordance with Section 6-
09.3(13), prior to placing the concrete overlay. During the curing period, all vehicular and foot
traffic shall be prohibited on the repair area.
Small deck repairs, defined as those of an area equal to or less than ten square feet (measured at + '
the top layer of steel reinforcement), shall be filled with concrete overlay material during the
placement of the concrete overlay.
SECTION 6-10, CONCRETE BARRIER
December 4, 2006
.w
6-10.2 Materials
The fourth paragraph is revised to read:
Connecting pins, drift pins and steel pins for type 3 anchors shall conform to Section 9-06.5(4)
and be galvanized in accordance with AASHTO M 232. All other hardware shall conform to
Section 9-06.5(1) and be galvanized in accordance with AASHTO M 232.
SECTION 6-11, PRECAST CONCRETE RETAINING WALL STEMS
January 3,2006
This section including title is revised to read:
SECTION 6-11, REINFORCED CONCRETE WALLS
6-11.1 Description
This work consists of constructing reinforced concrete retaining walls, including those shown in w►
the Standard Plans, L walls,and counterfort walls.
rrM
WSDOT Amendments 22
6-11.2 Materials
Materials shall meet the requirements of the following sections:
Cement 9-01
Aggregates for Portland Cement Concrete 9-03.1
Gravel Backfill 9-03.12
Premolded Joint Filler 9-04.1(2)
aw Steel Reinforcing Bar 9-07.2
Epoxy-Coated Steel Reinforcing Bar 9-07.3
Concrete Curing Materials and Admixtures 9-23
to Fly Ash 9-23.9
Water 9-25
Other materials required shall be as specified in the Special Provisions.
6-11.3 Construction Requirements
6-11.3(1) Submittals
The Contractor shall submit all excavation shoring plans to the Engineer for approval in
41W
accordance with Section 2-09.3(3)D.
The Contractor shall submit all falsework and formwork plans to the Engineer for approval in
accordance with Sections 6-02.3(16) and 6-02.3(17).
+rr
If the Contractor elects to fabricate and erect precast concrete wall stem panels, the following
information shall be submitted to the Engineer for approval in accordance with Sections 6-01.9
to and 6-02.3(28)A:
1. Working drawings for fabrication of the wall stem panels, showing dimensions, steel
r reinforcing bars,joint and joint filler details, surface finish details, lifting devices with
the manufacturer's recommended safe working capacity, and material specifications.
*a 2. Working drawings and design calculations for the erection of the wall stem panels
showing dimensions, support points, support footing sizes, erection blockouts, member
sizes, connections, and material specifications.
rrr
3. Design calculations for the precast wall stem panels, the connection between the
precast panels and the cast-in-place footing, and all modifications to the cast-in-place
footing details as shown in the Plans or Standard Plans.
The Contractor shall not begin excavation and construction operations for the retaining walls
..r
until receiving the Engineer's approval of the above submittals.
6-11.3(2) Excavation and Foundation Preparation
Excavation shall conform to Section 2-09.3(3), and to the limits and construction stages shown in
w` the Plans. Foundation soils found to be unsuitable shall be removed and replaced in accordance
with Section 2-09.3(1)C.
am 6-11.3(3) Precast Concrete Wall Stem Panels
The Contractor may fabricate precast concrete wall stem panels for construction of Standard Plan
Retaining Wall Types 1 through 6 and 1 SW through 6SW. Precast concrete wall stem panels
aw may be used for construction of non-Standard Plan retaining walls if allowed by the Plans or
ow
ww WSDOT Amendments 23
Special Provisions. Precast concrete wall stem panels shall conform to Section 6-02.3(28), and
shall be cast with Class 4000 concrete.
The precast concrete wall stem panels shall be designed in accordance with the requirements for
Load Factor Design in the following codes:
1. For all loads except as otherwise noted - AASHTO Standard Specifications for
Highway Bridges, latest edition and current interims. The seismic design shall use the
acceleration coefficient and soil profile type as specified in the Plans.
2. For all wind loads - AASHTO Guide Specifications for Structural Design of Sound No
Barriers, latest edition and current interims.
The precast concrete wall stem panels shall be fabricated in accordance with the dimensions and as
details shown in the Plans, except as modified in the shop drawings as approved by the Engineer.
The precast concrete wall stem panels shall be fabricated full height, and shall be fabricated in no
widths of 8 feet, 16 feet, and 24 feet.
The construction tolerances for the precast concrete wall stem panels shall be as follows:
Height ±1/4 inch
Width ±1/4 inch
Thickness ±1/4 inch err
-1/8 inch
Concrete cover for steel reinforcing bar ±3/8 inch
-1/8 inch '
Width of precast concrete wall stem panel joints ±1/4 inch
Offset of precast concrete wall stem panels ±1/4 inch
(Deviation from a straight line extending 5 feet on each side of the panel joint) "
The precast concrete wall stem panels shall be constructed with a mating shear key between
adjacent panels. The shear key shall have beveled comers and shall be 1-1/2 inches in thickness.
The width of the shear key shall be 3-1/2 inches minimum and 5-1/2 inches maximum. The
shear key shall be continuous and shall be of uniform width over the entire height of the wall
stem.
The Contractor shall provide the specified surface finish as noted, and to the limits shown, in the
Plans to the exterior concrete surfaces. Special surface finishes achieved with form liners shall 40
conform to Sections 6-02.2 and 6-02.3(14) as supplemented in the Special Provisions. Rolled on
textured finished shall not be used. Precast concrete wall stem, panels shall be cast in a vertical
position if the Plans call for a form liner texture on both sides of the wall stem panel_ nrr
The precast concrete wall stem panel shall be rigidly held in place during placement and curing
of the footing concrete. rr
The precast concrete wall stem panels shall be placed a minimum of one inch into the footing to
provide a shear key. The base of the precast concrete wall stem panel shall be sloped 'iz inch per .r
foot to facilitate proper concrete placement.
aw
rir
WSDOT Amendments 24
ari
To ensure an even flow of concrete under and against the base of the wall panel, a form shall be
placed parallel to the precast concrete wall stem panel, above the footing, to allow a minimum
one foot head to develop in the concrete during concrete placement.
The steel reinforcing bars shall be shifted to clear the erection blockouts in the precast concrete
wall stem panel by 1-112 inches minimum.
+ ' All precast concrete wall stem panel joints shall be constructed with joint filler installed on the
rear(backfill) side of the wall. The joint filler material shall extend from two feet below the final
ground level in front of the wall to the top of the wall. The joint filler shall be a nonorganic
+w flexible material and shall be installed to create a waterproof seal at panel joints.
The soil bearing pressure beneath the falsework supports for the precast concrete wall stem
panels shall not exceed the maximum design soil pressure shown in the Plans for the retaining
wall.
err
6-11.3(4) Cast-In-Place Concrete Construction
Cast-in-place concrete for concrete retaining walls shall be formed, reinforced, cast, cured, and
finished in accordance with Section 6-02, and the details shown in the Plans and Standard Plans.
All cast-in-place concrete shall be Class 4000.
are
The Contractor shall provide the specified surface finish as noted, and to the limits shown, in the
Plans to the exterior concrete surfaces. Special surface finishes achieved with formliners shall
conform to Sections 6-02.2 and 6-02.3(14)as supplemented in the Special Provisions.
Cast-in-place concrete for adjacent wall stem sections (between vertical expansion joints) shall
be formed and placed separately, with a minimum 12 hour time period between concrete
placement operations.
Premolded joint filler, 1/2" thick, shall be placed full height of all vertical wall stem expansion
joints in accordance with Section 6-01.14.
.r 6-11.3(5) Backfifl, Weepholes and Gutters
Unless the Plans specify otherwise, backfill and weepholes shall be placed in accordance with
Standard Plan D-4 and Section 6-02.3(22). Gravel backfill for drain shall be compacted in
r accordance with Section 2-09.3(1)E. Backfill within the zone defined as bridge approach
embankment in Section 1-01.3 shall be compacted in accordance with Method C of Section 2-
03.3(14)C. All other backfill shall be compacted in accordance with Method B of Section 2-
03.3(14)C, unless otherwise specified.
Cement concrete gutter shall be constructed as shown in the Standard Plans.
+r
6-11.3(6) Traffic Barrier and Pedestrian Barrier
When shown in the Plans, traffic barrier and pedestrian barrier shall be constructed in accordance
Im with Sections 6-02.3(11)A and 6-10.3(2), and the details shown in the Plans and Standard Plans.
6-11.4 Measurement
Concrete Class 4000 for retaining wall will be measured as specified in Section 6-02.4.
Steel reinforcing bar for retaining wall and epoxy-coated steel reinforcing bar for retaining wall
will be measured as specified in Section 6-02.4.
fir
WSDOT Amendments 25
+rw
Traffic barrier and pedestrian barrier will be measured as specified in Section 6-10.4 for cast-in-
place concrete barrier.
6-11.5 Payment
Payment will be made in accordance with Section 1-04.1 for each of the following bid items
when they are included in the proposal:
"Cone. Class 4000 For Retaining Wall",per cubic yard. ar
All costs in connection with famishing and installing weep holes and premolded joint filler
shall be included in the unit contract price per cubic; yard for "Cone. Class 4000 for
Retaining Wall".
"St. Reinf. Bar For Retaining Wall",per pound.
"Epoxy-Coated St. Reinf. Bar For Retaining Wall",per pound. do
"Traffic Barrier",per linear foot.
"Pedestrian Barrier", per linear foot.
The unit contract price per linear foot for"_Barrier" shall be full pay for constructing the
barrier on top of the retaining wall, except that when these bid items are not included in the
proposal, all costs in connection with performing the work as specified shall be included in
the unit contract price per cubic yard for "Cone. Class 4000 For Retaining Wall", and the
unit contract price per pound for"_Bar For Retaining'Wall".
SECTION 6-12,NOISE BARRIER WALLS ►
January 3,2006
6-12.3(6) Precast Concrete Panel Fabrication and Erection irr
Item 5 following the first paragraph of Section 6-12.3(6) is renumbered to item 6.
The below new item 5 is inserted ahead of renumbered item 6:
5. Precast concrete panels shall not be erected until the foundations for the panels have
attained a minimum compressive strength of 3,400 psi.
SECTION 6-13, STRUCTURAL. EARTH WALLS
December 4,2006
6-13.3(2) Submittals
The fifth paragraph is revised to read:
The design calculation and working drawing submittal shall include detailed design calculations
and all details, dimensions, quantities, and cross-sections necessary to construct the wall. The
calculations shall include a detailed explanation of any symbols, design input, material property
values, and computer programs used in the design of the walls. All computer output submitted
shall be accompanied by supporting hand calculations detailing the calculation process. If
MSEW 3.0, or a later version, is used for the wall design, hand calculations supporting MSEW ON
are not required.
6-13.3(6) Welded Wire Faced Structural Earth Wall Erection +rr
This section is supplemented with the following:
r
rr
WSDOT Amendments 26
11iIf
Geosynthetic reinforcing, when used, shall be placed in accordance with Sections 2-12.3 and 6-
`'�` 13.3(5).
6-13.3(7) Backfill
"w Under number 4 in the fifth paragraph, the words "light mechanical tampers" are revised to "a plate
compactor".
aw 6-13.3(9) SEW Traffic Barrier and SEW Pedestrian Barrier
This Section is revised to read:
The Contractor, in conjunction with the structural earth wall manufacturer, shall design and detail
the SEW traffic barrier and SEW pedestrian barrier in accordance with Section 6-13.3(2)and the
above ground geometry details shown in the Plans. The barrier working drawings and
r supporting calculations shall include, but not be limited to, the following:
1. Complete details of barrier cross section geometry, including the portion below
ground, and accommodations necessary for bridge approach slabs, PCCP, drainage
.r. facilities, underground utilities, and sign support, luminaire pole, traffic signal
standard, and other barrier attachments.
2. Details of the steel reinforcement of the barrier, including a bar list and bending
diagram in accordance with Section 6-02.3(24),and including additional reinforcement
required at sign support, luminaire pole, traffic signal standard, and other barrier
attachment locations.
3. Details of the interface of, and the interaction between, the barrier and the top layers of
�r structural earth wall reinforcement and facing.
4. When the Plans specify placement of conduit pipes through the barrier, details of
w conduit pipe and junction box placement.
SEW traffic barrier and SEW pedestrian barrier shall be constructed in accordance with Sections
4W 6-02.3(11)A and 6-10.3(2), and the details in the Plans and in the structural earth wall working
drawings as approved by the Engineer.
SECTION 6-14, GEOSYNTHETIC RETAINING WALLS
December 4,2006
6-14.3(2) Submittals
Item 2 is revised to read:
2. The Contractor's proposed wall construction method, including proposed forming systems,
types of equipment to be used, proposed erection sequence and details of how the backfill
will be retained during each stage of construction.
o' 6-14.3(4) Erection and Backfill
The first sentence in the eighth paragraph is revised to read:
°" The Contractor shall place and compact the wall backfrll in accordance with the wall
construction sequence detailed in the Plans and Method C of Section 2-03.3(14)C, except as
follows:
rw
WSDOT Amendments 27
r
Under number 5 in the eighth paragraph, the words "light mechanical tempers" are revised to "a plate
compactor".
6-14.4 Measurement
The first three paragraphs are revised to read:
Permanent geosynthetic retaining wall and temporary geosynthetic retaining wall will be
measured by the square foot of face of completed wall. Comer wrap area and extensions of the 00
geosynthetic wall beyond the area of wall face shown in the Plans or staked by the Engineer are
considered incidental to the wall construction and will not be included in the measurement of the
square foot of face of completed geosynthetic retaining wall.
Gravel borrow for geosynthetic retaining wall backfrll will be measured as specified in Section
2-03.4.
Shotcrete facing and concrete fascia panel will be measured by the square foot surface area of the
completed facing or fascia panel, measured to the neat lines of the facing or panel as shown in
the Plans. When a footing is required, the measurement of the fascia panel area will include the
footing.
6-14.5 Payment
The bid item "Borrow for Geosynthetic Wall Incl. Haul" and subsequent paragraph are revised to
read:
"Gravel Borrow for Geosynthetic Ret. Wall Incl. Haul",per ton or per cubic yard.
All costs in connection with furnishing and placing backfill material for temporary or permanent
geosynthetic retaining walls as specified shall be included in the unit contract price per ton or per a*
cubic yard for"Gravel Borrow for Geosynthetic Ret.Wall Incl. Haul".
SECTION 6-15,SOIL NAIL WALLS
August 7, 2006
6-15.3(8) Soil Nail Testing and Acceptance
The first sentence in the fourth paragraph is revised to read:
The pressure gauge shall be graduated in increments of either 100 psi or two percent of the
maximum test load, whichever is less.
SECTION 6-16,SOLDIER PILE AND SOLDIER PILE TIEBACK WALLS
August 7, 2006
6-16.3(5) Backfilling Shaft
The first and second paragraphs are revised to read:
The excavated shaft shall be backfilled with either controlled density fill (CDF), or pumpable
lean concrete, as shown in the Plans and subject to the following requirements:
1. Dry shaft excavations shall be backfilled with CDF.
2. Wet shaft excavations shall be backfilled with pumpable lean concrete.
rtt
WSDOT Amendments 28
3. Pumpable lean concrete shall be a Contractor designed mix providing a minimum 28
day compressive strength of 100 psi. Acceptance of pumpable lean concrete will
conform to the acceptance requirements specified in Section 2-09.3(1) for CDF.
4. A wet shaft is defined as a shaft where water is entering the excavation and remains
present to a depth of six inches or more.
5. When the Plans or test hole boring logs identify the presence of a water table at or
above the elevation of the bottom of soldier pile shaft, the excavation shall be
considered as wet, except as otherwise noted. Such a shaft may be considered a dry
rr shaft provided the Contractor furnishes and installs casing that is sufficiently sealed
into competent soils such that water cannot enter the excavation.
4 Placement of the shaft backfill shall commence immediately after completing the shaft
excavation and receiving the Engineer's approval of the excavation. CDF or pumpable lean
concrete shall be placed in one continuous operation to the top of the shaft. Vibration of shaft
backfill is not required.
6-16.3(6) Installing Timber I..agging and Permanent Ground Anchors
The first paragraph is revised to read:
.r
The excavation and removal of CDF and pumpable lean concrete for the lagging installation
shall proceed in advance of the lagging, and shall not begin until the CDF and pumpable lean
concrete are of sufficient strength that the material remains in placed during excavation and
lagging installation. If the CDF or pumpable lean concrete separates from the soldier pile, or
caves or spalls from around the pile, the Contractor shall discontinue excavation and timber
+ ► lagging installation operations until the CDF and pumpable lean concrete is completely set. The
bottom of the excavation in front of the wall shall be level. Excavation shall conform to Section
2-03.
SECTION 6-17,PERMANENT GROUND ANCHORS
August 7,2006
4
6-17.3(8) Testing and Stressing
The first sentence in the third paragraph is revised to read:
go
The pressure gauge shall be graduated in increments of either 100 psi or two percent of the
maximum test load, whichever is less.
4 SECTION 7-01,DRAINS
August 7,2006
40 7-01.3 Construction Requirements
This section is revised to read:
"" A trench of the dimensions shown in the Plans or as specified by the Engineer shall be excavated
to the grade and line given by the Engineer.
4r Section 7-01.3 is supplemented with the following new sub-sections:
no
VP
WSDOT Amendments 29
7-01.3(1) Drain Pipe iA
Drain pipe shall be laid in conformity with the line and grades as shown in the Plans. The drain
pipe shall be laid with soiltight joints unless otherwise specified. Concrete drain pipe shall be
laid with the bell or larger end upstream. PVC drain pipe shall be jointed with a bell and spigot
joint using a flexible elastomeric seal as described in Section 9-04.8. The bell shall be laid
upstream. PE drain pipe shall be jointed with snap-on, screw-on, bell and spigot, or wraparound
coupling bands as recommended by the manufacturer of the tubing.
7-01.3(2) Underdrain Pipe
When underdrain pipe is being installed as a means of intercepting ground or surface water, the
trench shall be fine-graded in the existing soil 3 inches below the grade of the pipe as shown in so
the Plans. Gravel backfill shall be used under the pipe. Gravel backfill shall be placed to the
depth shown in the Plans or as designated by the Engineer. All backfill shall be placed in 12-
inch maximum layers and be thoroughly compacted with three passes of a vibratory compactor
for each layer. The Contractor shall use care in placing the gravel backfill material to prevent its
contamination.
r
Class 2 perforations shall be used unless otherwise specified. When Class I perforations are
specified the perforated pipe shall be laid with the perforations down. Upon final acceptance of
the work, all drain pipes shall be open, clean, and free draining. Perforated pipe does not require
a watertight joint. PVC underdrain pipe shall be jointed using.either the flexible elastomeric seal
as described in Section 9-04.8 or solvent cement as described in Section 9-04.9, at the option of
the Contractor unless otherwise specified in the Plans. The bell shall be laid upstream. PE
drainage tubing underdrain pipe shall be jointed with snap-on, screw-on, bell and spigot, or
wraparound coupling bands, as recommended by the manufacturer of the tubing.
SECTION 7-02,CULVERTS +0
January 3,2006
7-02.2 Materials
The fifth and seventh paragraphs are deleted:
SECTION 7-04,STORM SEWERS
January 3,2006
7-04.2 Materials
The fourth and sixth paragraphs are deleted:
SECTION 8-01,EROSION CONTROL AND WATER POLLUTION CONTROL
wr
December 4,2006
8-01.3(1) General
The eighth paragraph, beginning with "In western Washington, erodible soil", is deleted and replaced
with the following:
Erodible soil not being worked, whether at final grade or not, shall be covered within the a*
following time period, using an approved soil covering practice, unless authorized otherwise by
the Engineer:
■w
In western Washington (west of the Cascade Mountain crest):
October I through April 30 2 days maximum
WSDOT Amendments 30
we
May 1 to September 30 7 days maximum
In eastern Washington (east of the Cascade Mountain crest.):
October 1 through June 30 5 days maximum
July 1 through September 30 10 days maximum
�+�+�► 8-01.3(1)B Erosion and Sediment Control(ESC) Lead
This section is revised to read:
.rw The Contractor shall identify the ESC Lead at the preconstruction discussions and in the TESC
plan. The ESC Lead shall have, for the life of the contract, a current Certificate of Training in
Construction Site Erosion and Sediment Control from a course approved by the Washington
State Department of Ecology. The ESC Lead shall be listed on the Emergency Contact List
required under Section 1-05.13(1).
err
The ESC Lead shall implement the Temporary Erosion and Sediment Control (TESC) plan.
Implementation shall include, but is not limited to:
1. Installing and maintaining all temporary erosion and sediment control Best
�. Management Practices (BMPs) included in the TESC plan to assure continued
performance of their intended function. Damaged or inadequate TESC BMPs shall be
corrected immediately.
.rr
2. Updating the TESC plan to reflect current field conditions.
�. When a TESC plan is included in the contract plans, the Contractor shall inspect all on-site
erosion and sediment control BMPs at least once every calendar week and within 24 hours of
runoff events in which stormwater discharges from the site. Inspections of temporarily
.r stabilized, inactive sites may be reduced to once every calendar month. The Erosion and
Sediment Control Inspection Form (Form Number 220-030 EF) shall be completed for each
inspection and a copy shall be submitted to the Engineer no later than the end of the next
working day following the inspection.
8-01.3(2)E Tacking Agent and Soil Binders
ar The third paragraph, (PAM) is revised to read:
Soil Binding Using Polyacrylamide (PAM)
so The PAM shall be applied on bare soil completely dissolved and mixed in water or applied as a
dry powder. Dissolved PAM shall be applied at a rate of not more than 2/3 pound per 1,000
gallons of water per acre. A minimum of 200 pounds per acre of cellulose fiber mulch treated
with a non-toxic dye shall be applied with the dissolved PAM. Dry powder applications may be
s at a rate of 5 pounds per acre using a hand-held fertilizer spreader or a tractor-mounted spreader.
8-01.3(2)F Dates for Application of Final Seed,Fertilizer, and Mulch
The second paragraph under East of the summit of the Cascade Range, beginning with "The
Contractor will be responsible", is deleted.
8-01.3(9)A Silt Fence
The fifth paragraph is revised to read:
rr
WSDOT Amendments 31
w
Posts shall be either wood or steel. Wood posts shall have rrummum dimensions of 1 1/4 inches
by 1 1/4 inches by the minimum length shown in the Plans. Steel posts shall have a minimum
weight of 0.90 lbs/ft A
8-01.4 Measurement
This section is supplemented with the following:
Coir log will be measured by the linear foot along the ground line of the completed installation.
8-01.5 Payment
The following bid item is inserted after"Compost Sock",per linear foot: ,rrt
"Coir Log",per linear foot
This section is supplemented with the following:
"Mowing", per acre.
SECTION 8-02,ROADSIDE RESTORATION
April 3,2006
8-02.3(8) Planting
The seventh and eighth paragraphs are deleted and replaced with the following:
06
All burlap, baskets, string, wire and other such materials shall be removed from the hole when
planting balled and burlapped plants. The plant material shall be handled in such a manner that
the root systems are kept covered and damp at all times. The root systems of all bare root plant
material shall be dipped in a slurry of silt and water immediately prior to planting. The root
systems of container plant material shall be moist at the time of planting. In their final position,
all plants shall have their top true root (not adventitious root:) no more than 1" below the soil ,r
surface, no matter where that root was located in the original root ball or container. After
planting, the backfill material and root ball shall be thoroughly watered in within 24 hours.
8-02.3(9) Pruning, Staking, Guying, and Wrapping
The first paragraph is revised to read:
Plants shall be pruned at the time of planting, only to remove minor broken or damaged twigs,
branches or roots. Pruning shall be done with a sharp tool and shall be done in such a manner as
to retain or to encourage natural growth characteristics of the plants. All other pruning shall be
performed only after the plants have been in the ground at least one year.
SECTION 8-04, CURBS, GUTTERS,AND SPILLWAYS
December 4,2006
8-04.3(2) Extruded Asphalt Concrete Curbs,and Gutters
The first paragraph is supplemented with the following:
Just prior to placing the curb, a tack coat of asphalt shall be applied to the existing pavement
surface at the rate ordered by the Engineer.
8-04.4 Measurement
The first paragraph is revised to read:
WSDOT Amendments 32
im
.. All curbs, gutters, and spillways will be measured by the linear foot along the line and slope of
the completed curbs, gutters, or spillways, including bends. Measurement of cement concrete
curb and cement concrete curb and gutter, when constructed across driveways or sidewalk ramps,
will include the width of the driveway or sidewalk ramp.
SECTION 8-08, RUMBLE STRIPS
�+ April 3,2006
8-08.1 Description
rr, The first sentence is revised to read:
This work consists of constructing centerline and shoulder rumble strips by grinding hot mix
asphalt.
8-08.3 Construction Requirements
r
The first sentence in the first paragraph is revised to read:
The equipment shall have a rotary type cutting head or series of cutting heads capable of
grinding one or more recesses in the hot mix asphalt as detailed in the Standard Plans.
The third sentence in the third paragraph is revised to read:
All cuttings and other debris shall become the property of the Contractor and be disposed of
outside the project limits.
SECTION 8-09, RAISED PAVEMENT MARKERS
April 3,2006
8-09.3(5) Recessed Pavement Marker
This section is revised to read:
Construct recesses for pavement markers by grinding the pavement in accordance with the
dimensions shown in the Standard Plans. This work shall include cleanup and disposal of
cuttings and other resultant debris. Prepare the surface in accordance with Section 8-09.3(1).
,w Install Type 2 markers in the recess in accordance with the Standard Plans and Section 8-09.3(4).
SECTION 8-11, GUARDRAIL
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April 3,2006
8-11.3(4) Removing Guardrail
no This section including title is revised to read:
8-11.3(4) Removing Guardrail and Guardrail Anchor
Removal of the various types of guardrail shall include removal of the rail, cable elements,
"` hardware, and posts, including transition sections, expansion sections and terminal sections .
Removal of the various types of guardrail anchors shall include removal of the anchor assembly
in its entirety, including concrete bases, rebar, and steel tubes and any other appurtenances in the
dw anchor assembly. All holes resulting from the removal of the guardrail posts and anchors shall be
backfilled with granular material in layers no more than 6-inches thick and compacted to a
density similar to that of the adjacent material. The removed guardrail items shall become the
do property of the Contractor.
ow
rr WSDOT Amendments 33
SECTION 8-16,CONCRETE SLOPE PROTECTION
August 7,2006
8-16.2 Materials
The material"Concrete Class 3000"and referenced section"6-02"are revised to read:
Commercial Concrete 6-02.3(2)B
8-16.3(3) Poured in Place Cement Concrete
In the second paragraph, the words "Class 3000 cement"are revised to read"commercial". rr
SECTION 8-20, ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL
December 4,2006
8-20.3(2) Excavating and Backfilling
The third paragraph is revised to read:
The excavations shall be backfrlled in conformance with the requirements of Section 2-09.3(1)E,
Structure Excavation.
w
8-20.3(4) Foundations
The second paragraph is revised to read:
The bottom of concrete foundations shall rest on firm ground. If the portion of the foundation
beneath the existing ground line is formed or cased instead of being cast against the existing soil
forming the sides of the excavation, then all gaps between the existing soil and the completed nr
foundation shall be backfrlled and compacted in accordance with Section 2-09.3(1)E.
The thirteenth paragraph is revised to read:
Both forms and ground which will be in contact with the concrete shall be thoroughly moistened
before placing concrete; however, excess water in the foundation excavation will not be
permitted. Foundations shall have set at least 72 hours prior to the removal of the forms. All
forms shall be removed, except when the Plans or Special Provisions specifically allow or
require the forms or casing to remain.
8-20.3(9) Bonding, Grounding
The first, second, and fourth paragraphs are revised to read:
All metallic appurtenances containing electrical conductors (luminaires, light standards, cabinets,
metallic conduit, etc.) shall be made mechanically and electrically secure to form continuous
systems, that shall be effectively grounded. a&
i
Where conduit is installed, the installation shall include an equipment ground conductor, in
addition to the conductors noted in the contract. Bonding Junipers and equipment grounding
conductors shall be installed in accordance with Section 9-29.3 and NEC. Where existing
conduits are used for the installation of new circuits, an equipment-grounding conductor shall be
installed unless an existing equipment ground conductor, which is appropriate for the largest
circuit, is already present in the existing raceway. The equipment ground conductor between the
isolation switch and the sign lighter fixtures shall be a minimurn of a 14 AWG stranded copper
conductor. Where parallel circuits are enclosed in a common conduit, the equipment-grounding si
WSDOT Amendments 34
1I
conductor shall be sized by the largest overcurrent device serving any circuit contained within
"" the conduit.
Supplemental grounding shall be provided at light standards, signal standards, cantilever and
" sign bridge structures. Steel sign posts which support signs with sign lighting or flashing beacons
shall also have supplemental grounding. The supplemental ground conductor shall be connected
to the foundation rebar(all rebar crossings shall be wire tied) by means of a grounding connector
.r listed for use in concrete, and lead up directly adjacent to a conduit installed within the
foundation. The free end of the conductor shall be terminated to the ground terminal, with an
approved clamp, within the pole. If no ground terminal is provided, bond to standard or post.
Three feet of slack shall be provided inside the standard. Where a concrete and rebar foundation
is not used the supplemental ground shall be a grounding electrode placed in the hole next to the
post prior to back fill. For light standards, signal standards, cantilever and sign bridge structures
the supplemental grounding conductor shall be a non-insulated 4 AWG stranded copper
conductor. For steel sign posts which support signs with sign lighting or flashing beacons the
supplemental grounding conductor shall be a non-insulated 6 AWG stranded copper conductor.
8-20.3(14)E Signal Standards
The second paragraph is revised to read:
Signal standards shall not be erected on concrete foundations until the foundations have attained
2400 psi or 14 days after concrete placement. Signal standards without mast arms may be
erected after 72 hours. Type IV and V strain pole standards may be erected but the messenger
QW cable (span wire) shall not be placed until the foundation has attained 2400 psi or 14 days after
concrete placement.
+a SECTION 8-21,PERMANENT SIGNING
January 3, 2006
rr� 8-21.3(9)F Bases
The second paragraph is revised to read:
The excavation and backftll shall be in conformance with the requirements of Section 2-
09.3(1)E.
.r.
The fifth paragraph is revised to read:
The bottom of concrete foundations shall rest on firm ground. If the portion of the foundation
beneath the existing ground line is formed or cased instead of being cast against the existing soil
.r forming the sides of the excavation, then all gaps between the existing soil and the completed
foundation shall be backfilled and compacted in accordance with Section 2-09.3(1)E.
The fourteenth paragraph is revised to read:
Both forms and ground which will be in contact with the concrete shall be thoroughly moistened
before placing concrete; however, excess water in the foundation excavation will not be
permitted. Forms shall not be removed until the concrete has set at least three days. All forms
shall be removed, except when the Plans or Special Provisions specifically allow or require the
d ' forms or casing to remain.
as
WD
WSDOT Amendments 35
to
SECTION 8-22,PAVEMENT MARKING
December 4,2006
8-22.3(2) Preparation of Roadway Surfaces
The following new sentence is inserted after the first sentence in the second paragraph:
The temperature requirement may be superseded by the material manufacturers written
installation instructions.
The last sentence in the third paragraph is revised to read:
These cure periods may be reduced if the manufacturer performs a successful bond test and
approves the reduction of the pavement cure period.
8-22.3(3) Marking Application
The following is inserted preceding the first paragraph:
FIat Lines—Pavement marking lines with a flat surface.
Profiled Marking — A profiled pavement marking is a marking that consists of a base line
thickness and a profiled thickness which is a portion of the pavement marking line that is applied
at a greater thickness than the base line thickness. Profiles shall be applied using the extruded
method in the same application as the base line. The profiles may be slightly rounded provided
the minimum profile thickness is provided for the length of the profile. See the Standard Plans err
for the construction details.
Embossed Plastic Line — Embossed plastic lines consist of a :flat line with transverse grooves. at
An embossed plastic line may also have profiles. See the Standard Plans for the construction
details.
Sri[
Inset Line — A line constructed by grinding or saw cutting a groove into the pavement surface
and spraying, extruding or gluing pavement marking material into the groove. The groove depth
is dependent upon the material used, the pavement surface and location.
The second paragraph is revised to read:
Centerlines on two lane highways with skip patterns, paint or plastic, shall be applied in the
increasing mile post direction so they are in cycle with existing skip pattern lines at the
beginning of the project. Skip patterns applied to multi-lane or divided roadways shall be
applied in cycle in the direction of travel.
Where paint is applied on centerline on two-way roads with bituminous surface treatment or
centerline rumble strips, the second paint application shall be applied in the opposite(decreasing
mile post) direction as the first application (increasing mile post) direction. This will require
minor skip pattern corrections for curves on the second application.
The fourth paragraph, beginning with"Lines with skip patterns", is deleted_
The fifth paragraph, beginning with "Glass beads", is deleted. wig
The first sentence in the sixth paragraph is revised to read:
WSDOT Amendments 36
Pavement markings shall be applied at the following base line thickness measured above the
`m pavement surface or above the slot bottom for inset markings in thousandths of an inch(mils):
In the sixth paragraph,the chart Marking Material Application is revised to read:
r
Marking Material Application HMA PCC BST
Paint-first coat spray 10 10 10
rrr
Paint-second coat spray 15 15 15
Type A-flat/transverse& extruded 125 125 125
,,,.. symbols
Type A-flat/long line& symbols spray 90 90 120
Type A-with profiles extruded 90 90 120
ar
Type A-embossed extruded 160 160 160
"Type A-embossed with profiles extruded 160 160 160
.rr Type B-flat/transverse& heat fused 125 125 125
symbols
Type C- flat/transverse& adhesive 90 90 NA
dw symbols
Type C-1 -inset/long line adhesive 60 60 NA
Type D -flat/transverse& spray 120 120 120
+.r symbols
Type D- flat/transverse& extruded 120 120 120
on symbols
Type D-flat/long line spray 90 90 120
Type D-flat/long line extruded 90 90 120
10 Type D-profiled/long line extruded 90 90 120
Type D—inset/long line spray 40 40 40
Am Type D—inset/long line extruded 230 230 230
In the seventh paragraph, the chart for Liquid pavement marking material yield per gallon is revised to
N. read:
Mils thickness Feet of 4" line/gallon Square feet/gallon
aw 10 483 161
15 322 108
4W 30 161 54
40 125 42
45 107 36
60 81 27
90 54 18
AW 90 with profiles 30 10
120 40 13
120 with profiles 26 9
WSDOT Amendments 37
+s
230 21 7
In the eighth paragraph, the final line in the chart for Solid pavement marking material (Type A) yield
is revised to read:
230—flat inset 47 15
The ninth and tenth paragraphs are deleted.
The eleventh paragraph is revised to read:
All inset plastic lines shall be applied into a groove cut or ground into the pavement. For Type A
or D material the groove shall be cut or ground with equipment to produce a smooth square
groove 4-inches wide. For Type C-1 material the groove shall! be cut with equipment to produce
a smooth square groove with a width in accordance with the material manufacturer's
recommendation. The groove depth for Type C-1 material shall be 100 mils, plus or minus 10
mils. The groove depth for Type A or D material shall be as shown in the Plans.
Section 8-22.3 is supplemented with the following new sub-section.
8-22.3(3)A Glass beads
Top dress glass beads shall be applied to all spray and extruded pavement marking material.
Glass beads shall be applied by a bead dispenser immediately following the pavement marking
material application. Glass bead dispensers shall apply the glass beads in a manner such that the
beads appear uniform on the entire pavement marking surface with 50 to 60% embedment. Hand
casting of beads will not be allowed.
am
Glass beads shall be applied to 10 or 15 mil thick paint at a minimum application rate of 7
pounds per gallon of paint. For plastic pavement markings, glass beads shall be applied at the
rate recommended by the marking material manufacturer.
When two or more spray applications are required to meet thickness requirements for Type A and
Type D materials, top dressing with glass beads is only allowed on the last application. The cure
period between successive applications shall be in accordance with the manufacturer's
recommendations. Any loose beads, dirt or other debris shall be swept or blown off the line prior
to application of each successive application. Successive applications shall be applied squarely W
on top of the preceding application.
8-22.3(5) Installation Instructions
This section including title is revised to read:
8-22.3(5) Plastic Installation Instructions
Installation instructions for plastic markings shall be provided for the Engineer. All materials
including glass beads shall be installed according to the manufacturer's recommendations. A
manufacturer's technical representative shall be present at the initial installation of plastic
material to approve the installation procedure or the material manufacturer shall certify that the
Contractor will install the plastic material in accordance with their recommended procedure.
8-22.4 Measurement INA
The following is inserted after the fifth paragraph:
WSDOT Amendments 38
„W Diagonal and chevron-shaped lines used to delineate medians, gore areas, and parking stalls are
constructed of painted or plastic 4 inch and 8 inch wide lines in the color and pattern shown in
the Standard Plans. These lines will be measured as painted or plastic line or wide line by the
linear foot of line installed. Crosswalk line will be measured by the square foot of marking
I nstalled.
”` Traffic arrows, traffic letters, access parking space symbols, HOV symbols, railroad crossing
symbols, drainage markings, bicycle lane symbols, aerial surveillance full, and 1/2 markers,
yield line symbols, yield ahead symbols, and speed bump symbols will be measured per each.
Type 1 through 6 traffic arrows will be measured as one unit each, regardless of the number of
arrow heads.
The last paragraph is revised to read:
err
Removal of traffic arrows, traffic letters, access parking space symbol, HOV lane symbol,
railroad crossing symbol, bicycle lane symbols, drainage markings, aerial surveillance full and
112 markers, yield line symbol, yield ahead symbol, and speed bump symbol will be measured
per each. Removal of crosswalk lines will be measured by the square foot of lines removed.
AW 8-22.5 Payment
The following items are deleted:
MW "Painted HOV Lane Symbol Type "
"Plastic HOV Lane Symbol Type_-
SECTION 9-00, DEFINITIONS AND TESTS
January 3, 2006
9-00.8 Sand Equivalent
The second paragraph is revised to read:
For acceptance, there must be a clear line of demarcation. If no clear line of demarcation has
.. formed at the end of a 30 minute sedimentation period, the material will be considered as failing
to meet the minimum specified sand equivalent.
w SECTION 9-02, BITUMINOUS MATERIALS
January 3,2006
9-02.1(4) Asphalt Binders
This section including title is revised to read:
9-02.1(4) Performance Graded Asphalt Binder(PGAB)
PGAB meeting the requirements of AASHTO M 320 Table 1 of the grades specified in the
contract shall be used in the production of HMA. The Direct Tension Test (AASHTO T 314) of
M 320 is not a specification requirement.
9-02.1(4)A Performance Graded Asphalt Binder
MW This section including title is revised to read:
9-02.1(4)A Quality Control Plan
The Asphalt Supplier of PGAB shall have a Quality Control Plan (QCP) in accordance with
WSDOT QC 2 "Standard Practice for Asphalt Suppliers That Certify Performance Graded
WSDOT Amendments 39
Asphalts". The Asphalt Supplier's QCP shall be submitted and approved by the WSDOT State
Materials Laboratory. Any change to the QCP will require a new QCP to be submitted. The
Asphalt Supplier of PGAB shall certify through the Bill of Lading that PGAB meets the
specification requirements of the contract.
9-02.1(6)A Polymerized Cationic Emulsified Asphalt CRS-2P
This section is revised to read:
The asphalt CRS-21? shall be a polymerized cationic emulsified asphalt. The polymer shall be
milled into the asphalt or emulsion during the manufacturing of the emulsion. The asphalt CRS-
2P shall meet the following specifications:
AAS11T0 Test Specifications
Method Minimum Maximum
Viscosity @122°F, SFS T59 100 400
Storage Stability 1 day% T59 --- I rr
Demulsibility 35 ml. 0.8%Dioctyl T59 40 ---
Sodium Sulfosuccinate
Particle Charge T59 positive ---
Sieve Test % T 59 --- 0.30
Distillation
Oil distillate by vol. of emulsion% T 59note 1 0 3
Residue T 59 1ote 1 65 --- '
Test on the Residue From
Distillation
Penetration @77oF T49 100 250
a note 2 18 -
orsional Recovery /o
OI"
Toughness/Tenacity in-lbs note 3 50/25 - -
°`e I Distillation modified to use 300 grams of emulsion heated to 350°F t 9°F and
maintained for 20 minutes.
nOfe`The Torsional Recovery test shall be conducted according to the California Department art
of Transportation Test Method No. 332. The residue material for this test shall come from
California Department of Transportation Test Method No. 331. to
note 3Benson method of toughness and tenacity; Scott tester, inch-pounds at 77°F, 20 in. per
minute pull.Tension head 7/g in. diameter.
At the option of the supplier the Benson Toughness/Tenacity test can be used in lieu of Torsional
Recovery based on type of modifier used. If the Benson Toughness/Tenacity method is used for
acceptance the supplier must supply all test data verifying specification conformance.
WSDOT Amendments 40
am SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS
December 4, 2006
"w 9-05.1(6) Corrugated Polyethylene Drainage Tubing Drain Pipe
This section including title is revised to read:
am 9-05.1(6) Corrugated Polyethylene Drain Pipe (up to 10-inch)
Corrugated polyethylene drain pipe shall meet the requirements of AASHTO M 252 type C
(corrugated both inside and outside) or type S (corrugated outer wall and smooth inner liner).
No The maximum size pipe shall be 10 inches in diameter.
9-05.1(7) Corrugated Polyethylene Drain Pipe
This section including title is revised to read:
9-05.1(7) Corrugated Polyethylene Drain Pipe (12-inch through 60-inch)
Corrugated polyethylene drain pipe, 12-inch through 60-inch -diameter maximum, shall meet the
minimum requirements of AASHTO M 294 Type S or 12-inch through 24 inch diameter
maximum shall meet the minimum requirements of AASHTO M 294 Type C.
9-05.2(7) Perforated Corrugated Polyethylene Drainage Tubing Underdrain Pipe
This section including title is revised to read:
9-05.2(7) Perforated Corrugated Polyethylene Underdrain Pipe (Up to 10-inch)
Perforated corrugated polyethylene underdrain pipe shall meet the requirements of AASHTO
M252, Type CP or Type SP.Type CP shall be Type C pipe with Class 2 perforations and Type SP
+•� shall be Type S pipe with either Class 1 or Class 2 perforations. Additionally, Class 2
perforations shall be uniformly spaced along the length and circumference of the pipe. The
maximum size pipe shall be 10-inch diameter.
9-05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe
This section including title is revised to read:
9-05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe (12-inch through 60-inch)
Perforated corrugated polyethylene underdrain pipe, 12-inch through 60-inch diameter
maximum, shall meet the requirements of AASHTO M 294 Type CP or Type SP. Type CP shall
be Type C pipe with Class 2 perforations and Type SP shall be Type S pipe with either Class 1 or
Class 2 perforations. Additionally, Class 2 perforations shall be uniformly spaced along the
,rr
length and circumference of the pipe.
9-05.4(3) Protective Treatment
In Treatment I and 2, the reference to 9-05.4(6) is revised to read 9-05.4(5).
9-05.15 Metal Castings
This section is revised to read:
r
For all metal castings the producing foundry shall provide certification stating the country of
origin, the material meets the required ASTM or AASHTO specification noted in the subsections
below. The producing foundry shall detail all test results from physical testing to determine
compliance to the specifications. The test reports shall include physical properties of the
material from each heat and shall include tensile, yield, and elongation as specified in the
it
WSDOT Amendments 41
rr
appropriate ASTM or AASHTO specification. For AASHTO M 306, Section 8, Certification is
deleted and replaced with the above certification and testing requirements.
Metal castings for drainage structures shall not be dipped, painted, welded, plugged, or repaired.
Porosity in metal castings for drainage structures shall be considered a workmanship defect '
subject to rejection by the Engineer. Metal castings made from gray iron or ductile iron shall
conform to the requirements of AASHTO M 306, and metal castings made from cast steel shall
conform to the requirements of Section 9-06.8. All metal castings shall meet the proof load vii
testing requirements of AASHTO M 306.
9-05.15(1) Manhole Ring and Cover
This section is revised to read:
Castings for manhole rings shall be gray iron or ductile iron and covers shall be ductile iron.
All covers shall be interchangeable within the dimensions shown in the Standard Plans. All
mating surfaces shall be machine finished to ensure a nonrocking fit.
The inside vertical recessed face of the ring and the vertical outside edge of the cover shall be
machined or manufactured to the following tolerances:
Ring +3/32 inch to-3/32 inch
Cover +3/32 inch to-3/32 inch
All manhole rings and covers shall be identified by the name or symbol of the producing foundry
and country of casting origin. This identification shall be in a plainly visible location when the
ring and cover are installed. Ductile iron shall be identified by the following, "DUC" or "DI." at
The producing foundry and material identification shall be adjacent to each other and shall be
minimum % inch to maximum 1 inch high letters, recessed to be flush with the adjacent surfaces.
9-05.15(2) Metal Frame, Grate and Solid Metal Cover for Catch Basins or Inlets
The first and second paragraphs are revised to read:
Castings for metal frames for catch basins and inlets shall be cast steel, gray iron, or ductile iron,
and as shown in the Standard Plans.
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Castings for grates and solid metal covers for catch basins and inlets shall be cast steel or ductile
iron and as shown in the Standard Plans. Additionally, leveling; pads are allowed on grates and
solid metal covers with a height not to exceed 1/8 inch. The producing foundry's name and
material designation shall be embossed on the top of the grate. The material shall be identified
by the following: "CS" for cast steel or"DUC" or "DI" for ductile iron and shall be located near
the producing foundry's name.
9-05.15(3) Cast Metal Inlets
The first sentence is revised to read:
The castings for cast metal inlets shall be cast steel or ductile iron, and as shown in the Standard
Plans.
9-05.19 Corrugated Polyethylene Culvert Pipe
The first paragraph is revised to read:
WSDOT Amendments 42
Corrugated polyethylene culvert pipe shall meet the requirements of AASHTO M 294 Type S or
D for pipe 12-inch to 60-inch diameter with silt-tight joints.
SECTION 9-06,STRUCTURAL STEEL AND RELATED MATERIALS
December 4, 2006
9-06.5(4) Anchor Bolts
The first and second paragraphs are revised to read:
Anchor bolts shall meet the requirements of ASTM F 1554 and, unless otherwise specified, shall
be Grade 105 and shall conform to Supplemental Requirements S2, S3, and S4.
Nuts for ASTM F 1554 Grade 105 black anchor bolts shall conform to AASHTO M 291, Grade
D or DH. Nuts for ASTM F 1554 Grade 105 galvanized bolts shall conform to AASHTO M 291,
Grade DH and shall conform to the lubrication requirements in Section 9-06.5(3). Nuts for
ASTM F 1554 Grade 36 or 55 black or galvanized anchor bolts shall conform to AASHTO M
291, Grade A. Washers shall conform to ASTM F 436.
9-06.9 Gray Iron Castings
err The AASHTO requirement is revised to read"AASHTO M 306".
SECTION 9-07,REINFORCING STEEL
December 4, 2006
4s
9-07.2 Deformed Steel Bars
The first sentence in the first paragraph is revised to read:
rr
Deformed steel bars for concrete reinforcement shall conform to either AASHTO M 31 Grade
60, or ASTM A 706, except as otherwise noted. Steel reinforcing bar for the cast-in-place
Jft components of bridge structures (excluding sidewalks and barriers but including shafts and
concrete piles), and for precast substructure components of bridge structures, shall conform to
ASTM A 706 only
Am
SECTION 9-09, TIMBER AND LUMBER
August 7, 2006
dM
9-09.2(3) Inspection
This section is revised to read:
air Timber and lumber requiring a grade stamp shall be marked with a certified lumber grade stamp
provided by one of the following agencies:
" West Coast Lumber Inspection Bureau(WCLIB)
Western Wood Products Association(WWPA)
Pacific Lumber Inspection Bureau(PLIB)
Any lumber grading bureau certified by the American Lumber Standards Committee
Timber and Lumber requiring a grading certificate shall have a certificate that was issued by
either the grading bureau whose stamp is shown on the material, or by the lumber mill, which
must be under the supervision of one of the grading bureaus listed above. The certificate shall
include the following:
WSDOT Amendments 43
s
Name of the mill performing the grading
The grading rules being used
Name of the person doing the grading with current certification
Signature of a responsible mill official
Date the lumber was graded at the mill
Grade, dimensions, and quantity of the timber or lumber
For Structures:
All material delivered to the project shall bear a grade stamp and have a grading certificate. The
grade stamp and grading certificate shall not constitute final acceptance of the material. The
Engineer may reject any or all of the timber or lumber that does not comply with the
specifications or has been damaged during shipping or upon delivery.
For Guardrail Posts and Blocks, Sign Posts, Mileposts, Sawed Fence Posts, and Mailbox Posts:
Material delivered to the project shall either bear a grade stamp on each piece or have a grading
certificate. The grade stamp or grading certificate shall not constitute final acceptance of the
material. The Engineer may reject any or all of the timber or lumber that does not comply with
the specifications or has been damaged during shipping or upon delivery.
9-09.3(1) General Requirements
The last sentence in the first paragraph is revised to read:
Unless otherwise specified in the contract, all timber and lumber shall be treated in accordance
with Sections U1 and T1 of the latest edition of the AWPA standards.
SECTION 9-10, PILING
December 4, 2006
9-10.2(2) Reinforcement
This section is revised to read:
Reinforcement shall meet the requirements of Section 9-07.
SECTION 9-12,MASONRY UNITS
August 7, 2006
9-12.7 Precast Concrete Drywells
The third sentence is revised to read:
Each seepage port shall provide a minimum of 1 square inch and a maximum of 7 square inches
for round openings and 15 square inches for rectangular openings.
SECTION 9-13, RIPRAP, QUARRY SPALLS, SLOPE PROTECTION,AND ROCK WALLS
August 7, 2006
9-13.5(2) Poured Portland Cement Concrete Slope Protection
The first paragraph is revised to read:
Cement concrete for poured concrete slope protection shall be commercial concrete in aiL
conformance with Section 6-02.3(2)B.
WSDOT Amendments 44
awl SECTION 9-14,EROSION CONTROL AND ROADSIDE PLANTING
August 7, 2006
9-14.2 Seed
This section is revised to read:
Grasses, legumes, or cover crop seed of the type specified shall conform to the standards for
MW "Certified" grade seed or better as outlined by the State of Washington Department of
Agriculture "Rules for Seed Certification," latest edition. Seed shall be furnished in standard
containers on which shall be shown the following information:
(1) Common and botanical names of seed,
(2) Lot number,
rr (3) Net weight,
(4) Pure live seed
All seed installers and vendors must have a business license issued by the Washington State
Department of Licensing with a "seed dealer" endorsement. Upon request, the contractor shall
furnish the Engineer with copies of the applicable licenses and endorsements.
err
Upon request, the Contractor shall furnish to the Engineer duplicate copies of a statement signed
by the vendor certifying that each lot of seed has been tested by a recognized seed testing
laboratory within six months before the date of delivery on the project. Seed which has become
wet, moldy, or otherwise damaged in transit or storage will not be accepted.
9-14.4(1) Straw
This section is revised to read:
All straw material shall be in an air dried condition free of noxious weeds and other materials
detrimental to plant life. Straw mulch so provided shall be suitable for spreading with mulch
blower equipment.
9-14.4(3) Bark or Wood Chips
This section is supplemented with the following:
wr Sawdust shall not be used as mulch.
9-14.4(4) Sawdust
�. This section including title is revised to read:
9-14.4(4) Vacant
9-14.4(8) Compost
This section is revised to read:
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Compost products shall be the result of the biological degradation and transformation of plant-
derived materials under controlled conditions designed to promote aerobic decomposition.
■. Compost shall be stable with regard to oxygen consumption and carbon dioxide generation.
Compost shall be mature with regard to its suitability for serving as a soil amendment or an
erosion control BMP as defined below. The compost shall have a moisture content that has no
W visible free water or dust produced when handling the material.
,� WSDOT Amendments 45
Compost production and quality shall comply with Chapter 173-350 WAC.
Compost products shall meet the following physical criteria:
1. Compost material shall be tested in accordance with Testing Methods for the
Examination of Compost and Composting (TMECC) Test Method 02.02-B, "Sample
Sieving for Aggregate Size Classification".
Fine Compost shall meet the following:
Min. Max.
Percent passing 2" 100%
Percent passing 1" 99% 100%
Percent passing 1/2" 90% 100%
Percent passing %" 75% 100%
Maximum particle length of 6 inches
Coarse Compost shall meet the following:
Min. Max.
Percent passing 3" 100%
Percent passing 1" 90% 100%
Percent passing %" 70% 100%
Percent passing %" 40% 60%
Maximum particle length of 6 inches
2. The pH shall be between 6.0 and 8.5 when tested in accordance with TMECC 04.11-A,
"1:5 Slurry pH".
3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be less than
1.0 percent by weight as determined by TMECC 03.08-A.
4. Minimum organic matter shall be 40 percent dry weight basis as determined by
TMECC 05.07A, "Loss-On-Ignition Organic Matter Method".
5. Soluble salt contents shall be less than 4.0mmhos/cm tested in accordance with
TMECC 04.10-A, "1:5 Slurry Method, Mass Basis".
6. Maturity shall be greater than 80% in accordance with TMECC 05.05-A, "Germination
and Root Vigor",
7. Stability shall be 7 or below in accordance with TMECC 05.08-B, Carbon Dioxide
Evolution Rate"
8. The compost product must originate a minimum of 65 percent by volume from
recycled plant waste as defined in WAC 173-350 as "Type 1 Feedstocks."A maximum
of 35 percent by volume of other approved organic waste and/or biosolids may be
substituted for recycled plant waste. The supplier shall provide written verification of
feedstock sources
9. The Engineer may also evaluate compost for maturity using the Solvita Compost
Maturity Test. Fine Compost shall score a number 6 or above on the Solvita Compost
WSDOT Amendments 46
Maturity Test. Coarse Compost shall score a 5 or above on the Solvita Compost
Maturity Test.
as The compost supplier will test all compost products within 90 calendar days prior to application.
Samples will be taken using the Seal of Testing Assurance (STA) sample collection protocol.
(The sample collection protocol can be obtained from the U.S. Composting Council, 4250
Veterans Memorial Highway, Suite 275, Holbrook, NY 11741
Phone: 631-737-4931, www.compostingcouncil.org). The sample shall be sent to an independent
STA Program approved lab. The compost supplier will pay for the test. A copy of the approved
independent STA Program laboratory test report shall be submitted to the Contracting Agency
prior to initial application of the compost. Seven days prior to application, the Contractor shall
submit a sample of each type compost to be used on the project to the Engineer.
rrrr
Compost not conforming to the above requirements or taken from a source other than those
tested and accepted shall be immediately removed from the project and replaced at no cost to the
+ Contracting Agency.
The Contractor shall either select a compost supplier from the Qualified Products List, or submit
..r the following information to the Engineer for approval:
1. A Request for Approval of Material Source.
aw
2. A copy of the Solid Waste Handling Permit issued to the supplier by the Jurisdictional
Health Department as per WAC 173-350 (Minimum Functional Standards for Solid
Waste Handling).
3. The supplier shall verify in writing, and provide lab analyses that the material complies
with the processes, testing, and standards specified in WAC 173-350 and these
specifications. An independent STA Program certified laboratory shall perform the
analysis.
4. A list of the feedstock by percentage present in the final compost product.
5. A copy of the producer's Seal of Testing Assurance certification as issued by the U.S.
Composting Council.
Acceptance will be based upon a satisfactory Test Report from an independent STA program
certified laboratory and the sample(s) submitted to the Engineer.
9-14.5(5) Wattles
+.► This section is revised to read:
Wattles shall consist of cylinders of biodegradable plant material such as straw, coir, compost, or
.r. wood shavings encased within biodegradable or photodegradable netting. Wattles shall be at least
5 inches in diameter, unless otherwise specified. Encasing material shall be clean, evenly woven,
and free of encrusted concrete or other contaminating materials such as preservatives. Encasing
material shall be free from cuts, tears, or weak places and shall have a lifespan greater than 6
months.
Compost filler shall meet the material requirements as specified in Section 9-14.4(8), and shall
be Coarse Compost.
�r
NL WSDOT Amendments 47
9-14.5(6) Compost Sock
This section is revised to read:
Biodegradable fabric for compost sock and compost wattle shall be clean, evenly woven, and
free of encrusted concrete or other contaminating materials and shall be free from cuts, tears,
broken or missing yarns and thin, open, or weak places. Fabric for compost sock shall consist of
extra heavy weight biodegradable fiber which has not been treated with any type of preservative.
Compost for compost socks shall meet the material requirements as specified in Section 9-
14.4(8), and shall be Coarse Compost
Wood stakes for compost sock and wattles shall be made from Douglas-fir, hemlock, or pine
species. Wood stakes shall be 2 inch by 2 inch nominal dimension and 36 inches in length, unless
otherwise indicated in the Plans. ow
Section 9-14.5 is supplemented with the following new section.
9-14.5(7) Coir Log
Coir log: Logs shall be made of 100% durable coconut (coir) fiber uniformly compacted within an
outer netting. Log segments shall have a maximum length of 20 feet, with a minimum diameter as
shown in the Plans. Logs shall have a density of 7 lbs/cf or greater.
Coir logs shall be manufactured with a woven wrapping netting, made of bristle coir twine with
minimum strength of 80 lbs tensile strength. The netting shall have nominal 2 inch by 2 inch
openings.
Stakes shall conform to the requirements of Section 9-09. Cedar wood stakes shall have a notch to
secure the rope ties. Rope ties shall be one-quarter inch diameter commercially available hemp rope.
9-14.6(1) Description
This section is revised to read:
Bareroot plants are grown in the ground and harvested without soil or growing medium around '
their roots_
Container plants are grown in pots or flats that prevent root growth beyond the sides and bottom
of the container.
Balled and burlapped plants are grown in the ground and harvested with soil around a core of it
undisturbed roots. This rootball is wrapped in burlap and tied or placed in a wire basket or other
supportive structure.
Cuttings are live plant material without a previously developed root system. Source plants for
cuttings shall be dormant when cuttings are taken. All cuts shall be made with a sharp
instrument. Written permission shall be obtained from property owners and provided to the
Engineer before cuttings are collected. The Contractor shall collect cuttings in accordance with
applicable sensitive area ordinances. For cuttings, the requirement to be nursery grown or held in
nursery conditions does not apply. Cuttings include the following forms:
A. Live branch cuttings shall have flexible top growth with terminal buds and may have
side branches. The rooting end shall be cut at an approximate 45 degree angle.
WSDOT Amendments 48
B. Live stake cuttings shall have a straight top cut immediately above a bud. The lower,
rooting end shall be cut at an approximate 45degree angle. Live stakes are cut from
one to two year old wood. Live stake cuttings shall be cut and installed with the bark
as intact with no branches or stems attached, and be ''/2 to 1 '/z inch in diameter.
C. Live pole cuttings shall have a minimum 21nch diameter and no more than three
branches which shall be pruned back to the first bud from the main stem.
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D. Rhizomes shall be a prostrate or subterranean stem, usually rooting at the nodes and
becoming erect at the apex. Rhizomes shall have a minimum of two growth points.
E. Tubers shall be a thickened and short subterranean branch having numerous buds or
eyes.
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9-14.6(2) Quality
This section is revised to read:
All plant material furnished shall meet the grades established by the latest edition of the
American Standard for Nursery Stock, (ASNS) ANSI Z60.1 shall conform to the size and
r
acceptable conditions as listed in the contract, and shall be free of all foreign plant material.
All plant material shall comply with State and Federal laws with respect to inspection for plant
diseases and insect infestation.
+err
All plant material shall be purchased from a nursery licensed to sell plants in Washington State.
Live woody or herbaceous plant material, except cuttings, rhizomes, and tubers, shall be
vigorous, well formed, with well developed fibrous root systems, free from dead branches, and
from damage caused by an absence or an excess of heat or moisture, insects, disease, mechanical
�. or other causes detrimental to good plant development. Evergreen plants shall be well foliated
and of good color. Deciduous trees that have solitary leaders shall have only the lateral branches
thinned by pruning. All conifer trees shall have only one leader(growing apex) and one terminal
.. bud, and shall not be sheared or shaped. Trees having a damaged or missing leader, multiple
leaders, or Y-crotches shall be rejected.
Root balls of plant materials shall be solidly held together by a fibrous root system and shall be
composed only of the soil in which the plant has been actually growing. Balled and burlapped
rootballs shall be securely wrapped with jute burlap or other packing material not injurious to the
plant life. Root balls shall be free of weed or foreign plant growth.
Plant materials shall be nursery grown stock. Plant material, with the exception of cuttings,
Aw gathered from native stands shall be held under nursery conditions for a minimum of one full
growing season, shall be free of all foreign plant material, and meet all of the requirements of
these Specifications, the Plans, and the Special Provisions.
OK Container grown plants must be plants transplanted into a container and grown in that container
sufficiently long for new fibrous roots to have developed so that the root mass will retain its
M` shape and hold together when removed from the container, without having roots that circle the
pot. Plant material which is root bound, as determined by the Engineer, shall be rejected.
Container plants shall be free of weed or foreign plant growth.
rr
WSDOT Amendments 49
Container sizes for plant material of a larger grade than provided for in the container grown
specifications of the ASNS shall be determined by the volume of the root ball specified in the
ASNS for the same size plant material.
All bare root plant materials shall have a heavy fibrous root system and must be dormant at the
time of planting.
Average height to spread proportions and branching shall be in accordance with the applicable
sections, illustrations,and accompanying notes of the ASNS.
Plants specified or identified as "Street Tree Grade" shall be: trees with straight trunks, full and
symmetrical branching, central leader, and be developed, grown, and propagated with a full
branching crown. A"Street Tree Grade" designation requires the highest grade of nursery shade
or ornamental tree production which shall be supplied.
Trees with improperly pruned, broken, or damaged branches, trunk, or root structure shall be
rejected. In all cases, whether supplied balled and burlapped or in a container, the root crown ]
(top of root structure) of the tree shall be at the top of the finish soil level. Trees supplied and
delivered in a nursery fabric bag will not be accepted.
me
Plants, which have been determined by the Engineer to have suffered damage as the result of
girdling of the roots, stem, or a major branch; have deformities of the stem or major branches;
have a lack of symmetry; have dead or defoliated tops or branches; or have any defect, injury, or
condition which renders the plant unsuitable for its intended use, shall be rejected.
Plants that are grafted shall have roots of the same genus as the specified plant.
9-14.6(3) Handling and Shipping
The last sentence in the sixth paragraph is deleted.
9-14.6(6) Substitution of Plants
The second paragraph is revised to read:
Container or balled and burlapped plant material may be substituted for bare root plant material.
Container grown plant material may be substituted for balled and burlapped plant materials.
When substitution is allowed, use current ASNS standards to determine the correct rootball
volume (container or balled and burlapped) of the substituted material that corresponds to that of
the specified material. These substitutions shall be approved by the Engineer and be at no cost to
the Contracting Agency.
9-14.6(7) Temporary Storage
The third paragraph is revised to read:
Cuttings shall continually be shaded and protected from wind. Cuttings must be protected from
drying at all times and shall be heeled into moist soil or other insulating material or placed in
water if not installed within 8 hours of cutting.Cuttings to be stored for later installation shall be
bundled, laid horizontally, and completely buried under 6 inches of water, moist soil or placed in
cold storage at a temperature of 34 F and 90% humidity. Cuttings that are not planted within 24
hours of cutting shall be soaked in water for 24 hours prior to planting. Cuttings taken when the
temperature is higher than 50T shall not be stored for later use. Cuttings that already have
developed roots shall not be used.
WSDOT Amendments 50
The fourth paragraph is deleted.
SECTION 9-15, IRRIGATION SYSTEM
August 7, 2006
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9-15.1 Pipe, Tubing, and Fittings
The second paragraph is revised to read:
:trr
Copper pipe or tubing shall be annealed, seamless, and conform to the requirements of ASTM B
88, and shall be a minimum of Type 1.rating.
SECTION 9-16, FENCE AND GUARDRAIL
April 3, 2006
rr
9-16.1(1)A Post Material for Chain Link Fence
The two references in the second paragraph to "Standard Plan L 2"are revised to "ASTM F1043".
Under Roll Form Material, the reference in the third paragraph to "Standard Plan L 2" is revised to
"ASTM F1043".
SECTION 9-22, MONUMENT CASES
August 7, 2006
9-22.1 Monument Cases, Covers, and Risers
The AASHTO requirement is revised to read "AASHTO M 306".
SECTION 9-28, SIGNING MATERIALS AND FABRICATION
August 7, 2006
rrr 9-28.14(1) Timber Sign Posts
The last sentence is revised to read:
;,& Preservative and retention shall be as shown in Section 9-16.2 for sawn posts.
SECTION 9-29, ILLUMINATION, SIGNAL, ELECTRICAL
�r December 4,2006
9-29.2 Junction Boxes
Ad Section 9-29.2 including title is revised to read:
9-29.2 Junction Boxes, Cable Vaults and Pull Boxes
9-29.2(1) Standard Junction Box
" This section including title is revised to read:
9-29.2(1) Standard Duty and Heavy Duty Junction Boxes
""' For the purposes of this specification concrete is defined as Portland Cement Concrete and
non-concrete is all others.
Standard Duty Junction Boxes are defined as Type 1, 2, 7 and 8, and Heavy Duty Junction
Boxes are defined as Iype 4, 5, and 6.
rr
r.
WSDOT Amendments 51
The contractor shall provide shop drawings if their :manufacturing process or standard
production model includes any deviation from the Standard Plan. For each type of junction
box, or whenever there is a design change to the junction box, a proof test, as defined in this
specification, shall be performed once in the presence of the Engineer.
This section is supplemented with the following new subsections:
9-29.2(1)A Standard Duty Junction Boxes
All Standard Duty Junction Boxes shall have a minimum load rating of 22,500 pounds and be
tested in accordance with 9-29.2(1)C. A complete Type 7 or Type 8 Junction Box includes the
spread footing shown in the Standard Plans. UN
Concrete Junction Boxes
The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be painted iri
with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc
primer in accordance with Section 6-07.3, or hot dip galvanized in accordance with ASTM
A 111. irrr
Concrete used in Standard Duty Junction Boxes shall have a minimum compressive strength
of 6000 psi when reinforced with a welded wire hoop, or 4000 psi when reinforced with
welded wire fabric or fiber reinforcement. The frame shall be anchored to the box by
welding the wire fabric to the frame or by welding headed studs 318 inch x 3 inches long, as
specified in section 9-06.15, to the frame. The wire fabric shall be attached to the studs and
frame with standard tie practices. The box shall contain ten studs located near the centerline
of the frame and box wall. The studs shall be placed one anchor in each corner, one at the
middle of each width and two equally spaced on each length of the box.
Material for Type 1, 2, 7 and 8 Concrete Junction Boxes shall conform to the following:
Concrete Section 6-02 no
Reinforcing Steel Section 9-07
Fiber Reinforcing ASTM C 1116, Type III
Lid ASTM A786 diamond plate steel st
Frame ASTM A786 diamond plate steel or
ASTM A36 flat steel
Lid Support& Handle ASTM A36 steel
Anchors (studs) Section 9-06.15
Non-concrete Junction Boxes
Material for the non-concrete junction boxes shall be of a quality that will provide for a
similar life expectancy as Portland Cement Concrete in a direct burial application.
so
Type 1, 2, 7, and 8 non-concrete junction boxes shall have a Design Load of 22,500 lbs. and
shall be tested in accordance with 9-292(1)C. Non-concrete junction boxes shall be gray in
color and have an open bottom design with approximately the same inside dimensions, and
present a load to the bearing surface that is less than or equal to the loading presented by the
concrete junction boxes shown in the Standard Plans. Non-concrete junction box lids shall
include a pull slot and shall be secured with two '/2 inch stainless steel hex-head bolts
factory coated with anti-seize compound and recessed into the cover. The tapped holes for
the securing bolts shall extend completely through the box to prevent accumulation of
debris. Bolts shall conform to ASTM F 593, stainless steel.
so
WSDOT Amendments 52 so
9-29.2(1)B Heavy Duty Junction Boxes
Heavy Duty Junction Boxes shall be concrete and have a minimum vertical load rating of 46,000
pounds without permanent deformation and 60,000 pounds without failure when tested in
accordance with 9-29.2(1)C .
rrr
The Heavy Duty Junction Box steel frame, lid support and lid shall be painted with a shop
applied, inorganic zinc primer in accordance with Section 6-07.3
The concrete used in Heavy Duty Junction Boxes shall have a minimum compressive strength of
4000 PSI.
�r
Material for Type 4, 5, and 6 Concrete Junction Boxes shall conform to the following:
to Concrete Section 6-02
Reinforcing Steel Section 9-07
Lid ASTM A786 diamond plate steel, rolled
+�• from plate complying with ASTM A572,
grade 50 or ASTM A588 with min. CVN
toughness of 20 ft-lb at 40 degrees F
Wr
Frame and stiffener plates ASTM A572 grade 50 or ASTM A588, both with
min. CVN toughness of 20 ft-lb at 40 degrees F
Handle ASTM A36 steel
Anchors(studs) Section 9-06.15
Bolts,Nuts,Washers ASTM F 593 or A 193, type 304 or 316
The lid stiffener plates shall bear on the frame, and be milled so that there is full even contact,
around the perimeter, between the bearing seat and lid stiffener plates, after fabrication of the
frame and lid. The bearing seat and lid perimeter bar shall be free from burrs, dirt and other
foreign debris that would prevent solid seating. Bolts and nuts shall be liberally coated with anti-
seize compound. Bolts shall be installed snug tight. The bearing seat and lid perimeter bar shall
be machined to allow a minimum of 75%of the bearing areas to be seated with a tolerance of 0.0
to 0.005 inches measured with a feeler gage. The bearing area percentage will be measured for
each side of the lid as it bears on the frame.
9-29.2(1)C Testing Requirements
Junction boxes shall be tested by an independent materials testing facility, and a test report issued
documenting the results of the tests performed.
im For concrete junction boxes the independent testing lab shall meet the requirements ofAASHTO
R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the
presence of and signed off by the Engineer or a designated representative. The Contractor shall
give the Engineer 30 days notice prior to testing. One copy of the test report shall be furnished to
the Contracting Agency certifying that the box and cover meet or exceed the loading
requirements for a concrete junction box, and shall include the following information:
.r�
1. Product identification.
2. Date of testing.
3. Description of testing apparatus and procedure.
4. All load on
and failure data.
5. Weight of box and cover tested.
6. Upon completion of the required test(s) the box shall be loaded to failure.
7. A brief description of type and location of failure.
wr
rr
WS DOT Amendments 53
For non-concrete junction boxes the testing facility shall be a Nationally Recognized Testing
Laboratory (witnessing is not required). One copy of the test report shall be furnished to the
Contracting Agency certifying that the box and cover meet or exceed the loading requirements
for a non-concrete junction box,and shall include the following information:
1. Product identification.
2. Date of testing_
3. Description of testing apparatus and procedure.
4. All load deflection data.
5. Weight of box and cover tested.
Testing for Standard Duty Concrete Junction Boxes
Standard Duty Concrete Junction Boxes shall be load tested to 22,500 pounds. The test No
load shall be applied uniformly through a 10-inch x I01inch x 1 inch steel plate centered on
the lid. The test load shall be applied and released ten times, and the deflection at the test
load and released state shall be recorded for each interval. At each interval the junction box
shall be inspected for lid deformation, failure of the lid/frame welds, vertical and horizontal
displacement of the lid/frame, cracks, and concrete spalling.
Concrete junction boxes will be considered to have withstood the test if none of the
following conditions are exhibited:
1. Permanent deformation of the lid or any impairment to the function of the lid.
2. Vertical or horizontal displacement of the lid frame.
3. Cracks wider than 0.012 inches that extend 12 cinches or more.
4. Fracture or cracks passing through the entire thickness of the concrete.
5. Spalling of the concrete.
Testing for the Standard Duty non-concrete Junction Boxes
Non-concrete Junction Boxes shall be tested to a minimum of 22,500 Ibs as defined in the
ANSUSCTE 77-2002 Tier 15 test method. In addition the contractor shall provide a
Manufacture Certificate of Compliance for each non-concrete junction box installed.
Testing for Heavy Duty Junction Boxes
Heavy Duty Junction Boxes shall be load tested to 46,000 pounds. The test load shall be ,
applied vertically through a 10-inch x 20-inch x I-inch steel plate centered on the lid with
an orientation both on the long axis and the short axis of the junction box. The test load
shall be applied and released ten times on each axis. The deflection at the test load and
released state shall be recorded for each interval. At each interval the test box shall be
inspected for lid deformation, failure of the lid or frame welds, vertical and horizontal
displacement of the lid frame, cracks, and concrete spalling. After the twentieth loading
interval the test shall be terminated with a 60,000 pound load being applied vertically
through the steel plate centered on the lid and with the long edge of steel plate orientated
parallel to the long axis of the box.
Heavy Duty Junction Boxes will be considered to have withstood the 46,000 pounds test if
none of the following conditions are exhibited:
1. Permanent deformation of the lid or any impairment to the function of the lid.
2. Vertical or horizontal displacement of the lid frame.
3. Cracks wider than 0.012-inches that extend 12-inches or more.
WSDOT Amendments 54
�r
4. Fracture or cracks passing through the entire thickness of the concrete.
5. Spalling of the concrete.
Heavy Duty Junction Boxes will be considered to have withstood the 60,000 pounds test if
all of the following conditions are exhibited:
1. The lid is operational.
2. The lid is securely fastened.
3. The welds have not failed.
4. Permanent dishing or deformation of the lid is 114 inch or less.
5. No buckling or collapse of the box.
9-29.2 (2) Vacant
This section including title is revised to read:
9-29.2(2) Standard Duty and Heavy Duty Cable faults and Pull Boxes
dr Standard Duty and Heavy Duty Cable Vaults and Pull Boxes shall be constructed as a concrete
box and as a concrete lid. The lid for the heavy Duty and Standard Duty Cable Vaults and Pull
Boxes shall be interchangeable and both shall fit the same box as shown in the Standard Plans.
The Contractor shall provide shop drawings if their manufacturing process or standard
production model includes any deviation from the Standard Plan. For each type of box or
whenever there is a design change to the Cable Vault or Pull box, a proof test, as defined in this
specification, shall be performed once in the presence of the Engineer.
This section is supplemented with the following new sections:
9-29.2(2)A Standard Duty Cable Faults and Pull Boxes
Standard Duty Cable Vaults and Pull boxes shall be concrete and have a minimum load rating of
rw 22,500 pounds and be tested in accordance with 9-29.2(1)C for concrete Standard Duty Junction
Boxes.
w■r Concrete for standard duty cable vaults and pull boxes shall have a minimum compressive
strength of 4000 psi. The frame shall be anchored to the vault/box by welding the wire fabric to
the frame or by welding headed studs 3/8 inch x 3 inches long, as specified in Section 9-06.15, to
the frame. The wire fabric shall be attached to the studs and frame with standard tie practices.
The vault/box shall contain ten studs located near the centerline of the frame and wall. Studs
shall be placed one anchor in each comer, one at the middle of each width and two equally
IN spaced on each length of the vault/box. The steel frame, lid support, and lid shall be painted with
a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in
accordance with Section 6-07.3 or hot dip galvanized in accordance with ASTM A 111.
Material for Standard Duty Cable Vaults and Pull Boxes shall conform to the following:
Concrete Section 6-02
Reinforcing Steel Section 9-07
Lid ASTM A786 diamond plate steel
Frame ASTM A786 diamond plate steel or
rwr
ASTM A36 flat steel
Lid Support & Handle ASTM A36 steel
Anchors (studs) Section 9-06.15
Bolts, Nuts, Washers ASTM F593 or A 193, type 304 or 316
wr
WSDOT Amendments 55
9-29.2(2)B Heavy Duty Cable Faults and Pull Boxes
Heavy Duty Cable Vaults and Pull Boxes shall be constructed of concrete having a minimum
compressive strength of 4000 psi, and have a minimum vertical load rating of 46,000 pounds
without permanent deformation and 60,000 pounds without failure when tested in accordance
with Section 9-29.2(1)C for Heavy Duty Junction Boxes.
Material for Heavy Duty Cable Vaults and Pull boxes shall conform to the following:
Concrete Section 6-02
Reinforcing Steel Section 9-07
Cover Section 9-05.15(1)
Ring Section 9-05.15(l)
Anchors (studs) Section 9-06.15
Bolts, Nuts, Washers ASTM F593 or A193, type 304 or 316
9-29.2(4) Cover Markings
The first sentence of the first paragraph is revised to read:
Junction boxes, cable vaults, and pull boxes with metallic lids shall be marked with the
appropriate legend in accordance with the bead weld details in the Standard Plans. Non-
metallic lids shall be embossed with the appropriate legend and a non-skid surface. Legends
for metallic lids and non-metallic lids shall be 1-inch nominal height.
w
The first sentence of the second paragraph is revised to read:
Junction boxes, cable vaults and pull boxes shall be marked or embossed for use in
accordance with the plans and following schedule:
9-29.6(2) Slip Base Hardware
The last sentence in the first paragraph is revised to read:
Plate washers shall conform to ASTM A 36, and also shall conform to the flatness tolerances
specified in,AASHTO M 293 for circular washers.
9-29.6(5) Foundation Hardware
The second and third paragraphs are revised to read:
Anchor bolts, and associated nuts and washers, for Type CCTV, 11, III, IV, and V signal standards
and luminaire poles shall conform to Section 9-06.5(4). Anchor rods conforming to ASTM A
449 may be substituted, provided that the galvanized ASTM A 449 anchor rods having an
ultimate tensile strength above 145 ksi shall be tested for embrittlement in accordance with either
ASTM A 143 (if the rod length is equal to or greater than five times the bolt diameter) or ASTM
F 606 Section 7 (if the rod length is less than five times the nominal bolt diameter).
All foundation hardware shall be 100% hot-dipped galvanized in accordance with AASHTO M
I 1 l and AASHTO M 232.
'F
WSDOT Amendments 56
�r.
SECTION 9-30, WATER DISTRIBUTION MATERIALS
August 7, 2006
9-30.6(3)A Copper Tubing
This section is revised to read:
Copper pipe or tubing shall be annealed, seamless, and conform to the requirements of ASTM B
88, Type K rating.
SECTION 9-33, CONSTRUCTION GEOTEXTTLE
August 7, 2006
Section 9-33 including title is revised in its entirety to read:
wr
SECTION 9-33, CONSTRUCTION GEOSYNTUETIC
9-33.1 Geosynthetic Material Requirements
The term geosynthetic shall be considered to be inclusive of geotextiles, geogrids, and
prefabricated drainage mats.
Geotextiles, including geotextiles attached to prefabricated drainage core to form a prefabricated
drainage mat, shall consist only of long chain polymeric fibers or yarns formed into a stable
network such that the fibers or yarns retain their position relative to each other during handling,
placement, and design service life. At least 95 percent by weight of the material shall be
polyolefins or polyesters. The material shall be free from defects or tears. The geotextile shall
also be free of any treatment or coating which might adversely alter its hydraulic or physical
properties after installation.
Geogrids shall consist of a regular network of integrally connected polymer tensile elements with
+� an aperture geometry sufficient to permit mechanical interlock with the surrounding backfill.
The long chain polymers in the geogrid tensile elements, not including coatings, shall consist of
at least 95 percent by mass of the material of polyolefms or polyesters. The material shall be free
err of defects, cuts, and tears.
Prefabricated drainage core shall consist of a three dimensional polymeric material with a
structure that permits flow along the core laterally, and which provides support to the geotextiles
attached to it.
The geosynthetic shall conform to the properties as indicated in Tables 1 through 8 in Section 9-
33.2, and additional tables as required in the Standard Plans and Special Provisions for each use
specified in the Plans. Specifically, the geosynthetic uses included in this section and their
associated tables of properties are as follows:
Geotextile Geosynthetic Application Applicable
Property Tables
KSeparation nd Drainage, Low and Moderate Survivability, Tables 1 and 2
R and C
w Table 3
ization Table 3 Erosion Control, Moderate a nd High Survivability Tables 4 and 5
R anCl ��
4W WSDOT Amendments 57
Ditch Lining Table 4
Temporary Silt Fence Table 6
Permanent Geosynthetic Retaining Wall Table 7 and Std. Plans
Temporary Geosynthetic Retaining Wall Tables 7 and 10
Prefabricated Drainage Mat Table 8
Table 10 will be included in the Special Provisions.
Geogrid and geotextile reinforcement in geosynthetic retaining walls shall conform to the
properties specified in the Standard Plans for permanent walls, and Table 10 for temporary walls.
For geosynthetic retaining walls that use geogrid reinforcement, the geotextile material placed at
the wall face to retain the backfill material as shown in the Plans shall conform to the properties
for Construction Geotextile for Underground Drainage, Moderate Survivability, Class A.
Thread used for sewing geotextiles shall consist of high strength polypropylene, polyester, or
polyamide. Nylon threads will not be allowed. The thread used to sew permanent erosion
control geotextiles, and to sew geotextile seams in exposed faces of temporary or permanent
geosynthetic retaining walls, shall also be resistant to ultraviolet radiation. The thread shall be of
contrasting color to that of the geotextile itself.
9-33.2 Geosynthetic Properties
9-33.2(1) Geotextile Properties + ►
Table 1: Geotextile for underground drainage strength properties for survivability.
ASTM Geotextile Property Re quirements'
Test Low Moderate
Method Survivability Sur-tivability
Geotextile
Property Woven Nonwoven Woven Nonwoven
Grab Tensile D 4632 180 lb 115 lb min. 250 lb 160 lb min.
Strength, in min. min.
machine and
x-machine
direction
Grab Failure D 4632 <50% > 50ON < 50% > 50%
Strain, in
machine and
x-machine
direction
Seam D 46323 160 lb 100 lb min. 220 lb 140 lb min.
Breaking min. min.
Strength
Puncture D 6241 370 lb 220 lb min. 495 lb 310 lb min.
Resistance min. _min.
Tear Strength, D 4533 67 lb 40 lb min. 80 lb 50 lb min.
in machine min. min.
and x-
machine
direction
WSDOT Amendments 58
to Ultraviolet D 4355 �i�ned min.,
(�)
�aft�er500� on arc device
Ra diation
Stability
Table 2: Geotextile for underground drainage filtration properties.
rrr
Geotextile ASTM Geo140U.S.Property Re uirements`Property Test Class Class B Class C
Method
D 4751 U.S. No. No. 60 U.S. No. 80
max. max. max.
wr Water Permittivit D 4491 0.5 sec .4 sec min. 0.3 sec min.
Table 3: Geotextile for separation or soil stabilization.
No Geotextile ASTM Geotextile Property Requirements'
Property Test Se aration Soil Stabilization
Method' o
Woven Nonwoven Woven Nonwven
�" AOS D 4751 U.S. No. 30 max. U.S. No. 40 max.
Water D 4491 0.02 sec-' min. 0.10 sec-' min.
Permittivity
Ow Grab Tensile D 4632 2501b 160 lb min. 3151b 200 lb min.
Strength, min, min.
in machine and
r x-machine
direction
Grab Failure D 4632 <50% > 50% <50% >50%
ON Strain,
in machine and
x-machine
*0 direction
Seam Breaking D 46323 2201b 140 lb min. 2701b 180 lb min.
Strength min. min.
+w Puncture D 6241 4951b 310 lb min. 620 lb 4301b min.
Resistance min. min.
Tear Strength, D 4533 80 Ib min. 50 lb min. 1121b 79 lb min.
in machine and min.
x-machine
direction
Ultraviolet D 4355 50% strength retained min.,
(UV) after 500 hours in xenon arc device
Radiation
.rr Stability
Table 4: Geotextile for permanent erosion control and ditch lining.
Geotextile ASTM Geotextile Property Re uirementst
Property Test Permanent Erosion Control Ditch Linin
Method' Moderate High
Survivability Survivability
r�
40 WSDOT Amendments 59
Woven Non- Woven Non- Woven Non- mg
woven _ woven woven
AOS D 4751 See Table 5 See Table 5 U.S. No. 30 max.
Water D 4491 See Table 5 See Table 5 0.02 sec min.
Permittivity
Grab D 4632 250 lb 160 lb 315 lb 200 lb 250 lb 160 lb
Tensile min. min. min. min. min. min.
Strength,
in machine
and
x-machine
direction
Grab D 4632 15% - > 50% 15%- > 50% < 50% > 50%
Failure 50% 50%
Strain,
in machine
and go
x-machine
direction
Seam D 46323 220 lb 140 lb 270 lb 180 lb 220 Ill 140 lb err►
Breaking min. min. min. min. min. min.
Strength
Puncture D 6241 495 lb 310 lb 620 lb 430 lb 495 lb 310 lb
Resistance min. min. min. min. min. min.
Tear D 4533 80 lb 50 lb 1121b 79 lb 80 lb 50 lb
Strength, min. min. min. min. min. min.
in machine
and
x-machine No
direction
Ultraviolet D 4355 70% strength retained min.,
(LTV) after 500 hours in xenon arc device s
Radiation
Stability
Table 5: Filtration properties for geotextile for permanent erosion control.
ASTM Geotextile Property Requirements
Geotextile Test
Pro a Method Class A Class B Class C
AOS D 4751 U.S. No. 40 U.S. No. 60 U.S. No. 70 r
max. max. max.
Water D 4491 0.7 sec-' min. 0.4 sec-1 min. 0.2 sec-' min.
Permittivity rrr
Table 6: Geotextile for temporary silt fence.
Geotextile Property ASTM Geotextile Pro ert Requirements'
Test Unsupported Supported Between
Method 2 Between Posts Posts with Wire or
Ow
WSDOT Amendments 60 Ili
Polymeric jNo. 50
AOS D 4751 U.S. No. 30 max. for slit wovens, U.S_for all other geotextile types, U.S. No
+�.
min.
Water Permittivity D 4491 0.02 sec-' min.
Grab Tensile Strength, D 4632 180 lb min. in 100 lb min.
r in machine and machine direction,
x-machine direction 100 lb min.
in x-machine
+r
direction
Grab Failure Strain, D 4632 30%max. at 180 lb
in machine and or more
r
x-machine direction
Ultraviolet (UV) D 4355 70% strength retained min.,
Radiation Stabilit after 500 hours in xenon arc device
9-33.2(2) Geosynthetic Properties For Retaining Walls and Reinforced Slopes
Table 7: Minimum properties required for geotextile reinforcement used in geosynthetic
reinforced slopes and retaining walls.
Geotextile Property ASTM Geotextile Property Requirements'
Test Woven Nonwoven
Method'
.r. AOS D 4751 U.S. No. 20 max.
Water Permittivity D 4491 0.02 sec-' min.
Grab Tensile Strength, D 4632 200 lb min. 120 lb min.
in machine and
x-machine direction
Grab Failure Strain, D 4632 <50% > 50"fo
irr in machine and
x-machine direction
Seam Breaking D 46323'4 160 lb min. 100 lb min.
Strength
Puncture Resistance D 6241 370 Ib min. _ 220 lb min.
Tear Strength, D 4533 63 lb min. 50 lb min.
in machine and
x-machine direction
�r Ultraviolet
(IIV) D 4355 70%(for polypropylene and polyethylene)
Radiation Stability and
rr.
50%(for polyester) Strength Retained min.,
after 500 hours in a xenon arc device
9-33.2(3) Prefabricated Drainage Mat
Prefabricated drainage mat shall have a single or double dimpled polymeric core with a
geotextile attached and shall meet the following requirements:
Table 8: Minimum properties required for prefabricated drainage mats.
WSDOT Amendments 61
Geotextile Property ASTM Geotextile Property Requirements'
Test
_
Method' i
AOS D 4751 U.S_ No. 60 max_
Water Permittivity D 4491 0.4 sect min.
Grab Tensile Strength, D 4632 Nonwoven— 100 lb min.
in machine and
x-machine direction
Width D 5199 12 In. min.
Thickness 0.4 In. min.
Compressive Strength at D 1621 100 psi min.
Yield
In Plan Flow Rate D 4716
Gradient=0-1,
Pressure= 5.5 psi 5.0 gal./min./ft.
Gradient = 1.0,
Pressure= 14.5 psi 15.0 gal/min./ft.
All geotextile properties in Tables 1 through 8 are minimum average roll values (i.e.,
the test results for any sampled roll in a lot shall meet or exceed the values shown in W
the table).
2The test procedures used are essentially in conformance with the most recently mi
approved ASTM geotextile test procedures, except for geotextile sampling and
specimen conditioning, which are in accordance with WSDOT "Test Methods T 914,
Practice for Sampling of Geotextiles for Testing, and T 915, Practice for Conditioning
of Geotextiles for Testing, respectively. Copies of these test methods are available at
the State Materials Laboratory P.O. Box 47365, Olympia, WA 98504-7365.
■r
3Wdth seam located in the center of 8-inch long specimen oriented parallel to grip
faces.
AApplies only to seams perpendicular to the wall face. go
9-33.3 Aggregate Cushion of Permanent Erosion Control Geotextile
Aggregate cushion for permanent erosion control geotextile, Class A shall meet the requirements
of Section 9-03.9(2). Aggregate cushion for permanent erosion control geotextile, Class B or C
shall meet the requirements of Section 9-03.9(3)and 9-03.9(2).
9-33.4 Geosynthetic Material Approval and Acceptance
9-33.4(1) Geosynthetic Material Approval
If the geosynthetic source material has not been previously evaluated, or is not listed in the
current WSDOT Qualified Products List (QPL), a sample of each proposed geosynthetic
shall be submitted to the State Materials Laboratory in Tumwater for evaluation.
Geosynthetic material approval will be based on conformance to the applicable properties 96
from the Tables in Section 9-33.2 or in the Standard Plans or Special Provisions. After the
sample and required information for each geosynthetic type have arrived at the State
Materials Laboratory in Tumwater, a maximum of 14 calendar days will be required for this 66
testing. Source approval shall not be the basis of acceptance of specific lots of material
ar►
WSDOT Amendments 62
err
delivered to the Contractor unless the roll numbers of the lot sampled can be clearly
identified as the rolls tested and approved in the geosynthetic approval process.
For geogrid and geotextile products proposed for use in permanent geosynthetic retaining
walls or reinforced slopes that are not listed in the current QPL, the Contractor shall submit
test information and the calculations used in the determination of Tai performed in
accordance with WSDOT Standard Practice T 925, Standard Practice for Determination of
Long-Term Strength for Geosynthetic Reinforcement, to the State Materials Laboratory in
Tumwater for evaluation. The Contracting Agency will require up to 30 calendar days after
receipt of the information to complete the evaluation.
�.r
The Contractor shall submit to the Engineer the following information regarding each
geosynthetic material proposed for use:
r
Manufacturer's name and current address,
Full product name,
as Geosynthetic structure, including fiber/yarn type,
Geosynthetic polymer type(s) (for temporary and permanent geosynthetic retaining
walls),
+r Proposed geosynthetic use(s), and
Certified test results for minimum average roll values.
vrr
9-33.4(2) Vacant
9-33.4(3) Acceptance Samples
When the quantities of geosynthetic materials proposed for use in the following
geosynthetic applications are greater than the following amounts, acceptance shall be by
satisfactory test report:
err
Application Geosynthetic Quantity
Under round Drainage 600 sq. yd.
err Temporary or Permanent Geosynthetic All quantities
Retaining Walls
The samples for acceptance testing shall include the information about each geosynthetic
roll to be used as stated in 9-33.4(4).
Samples will be randomly taken by the Engineer at the job site to confirm that the
geosynthetic meets the property values specified.
Approval will be based on testing of samples from each lot. A"lot" shall be defined for the
purposes of this specification as all geosynthetic rolls within the consignment (i.e., all rolls
sent the project site) that were produced by the same manufacturer during a continuous
period of production at the same manufacturing plant and have the same product name.
After the samples have arrived at the State Materials Laboratory in Tumwater, a maximum
of 14 calendar days will be required for this testing.
If the results of the testing show that a geosynthetic lot, as defined, does not meet the
properties required for the specified use as indicated in Tables 1 through 8 in Section 9-
33.2, and additional tables as specified in the Special Provisions, the roll or rolls which
r were sampled will be rejected. Geogrids and geotextiles for temporary geosynthetic
retaining walls shall meet the requirements of Table 7, and Table 10 in the Special
wr
rrr
WSDOT Amendments 63
Provisions. Geogrids and geotextiles for permanent geosynthetic retaining wall shall meet
the requirements of Table 7, and "fable 9 in the Special Provisions, and both geotextile and
geogrid acceptance testing shall meet the required ultimate tensile strength T,,, as provided
in the current QPL for the selected product(s). If the selected product(s) are not listed in the
current QPL, the result of the testing for T,,,, shall be greater than or equal to T,,,, as
determined from the product data submitted and approved by the State Materials Laboratory
during source material approval.
Will
Two additional rolls for each roll tested which failed from the lot previously tested will then
be selected at random by the Engineer for sampling and retesting. If the retesting shows
that any of the additional rolls tested do not meet the required properties, the entire lot will
be rejected. If the test results from all the rolls retested meet the required properties, the
entire lot minus the roll(s) that failed will be accepted. All geosynthetic that has defects,
deterioration, or damage, as determined by the Engineer, will also be rejected. All rejected vi
geosynthetic shall be replaced at no additional expense to the Contracting Agency.
9-33.4(4) Acceptance by Certificate of Compliance
When the quantities of geosynthetic proposed for use in each geosynthetic application are
less than or equal to the following amounts, acceptance shall be by Manufacturer's
Certificate of Compliance:
Application Geosynthetic Quantity
Underground Drainage 600 sq. yd.
Soil Stabilization and Separation All quantities
Permanent Erosion Control All quantities
wr
Temporary Silt Fence All quantities
Prefabricated Drainage Mat All quantities
The Manufacturer's Certificate of Compliance shall include the following information about
each geosynthetic roll to be used:
Manufacturer's name and current address,
Full product name,
Geosynthetic structure, including fiber/yarn type,
Geosynthetic Polymer type (for all temporary and permanent geosynthetic retaining
walls only),
Geosynthetic roll number(s),
Geosynthetic lot number(s),
Proposed geosynthetic use(s), and
Certified test results.
9-33.4(5) Approval of Seams
If the geotextile seams are to be sewn in the field, the Contractor shall provide a section of
sewn seam that can be sampled by the Engineer before the geotextile is installed.
The seam sewn for sampling shall be sewn using the same equipment and procedures as
will be used to sew the production seams. If production seams will be sewn in both the
machine and cross-machine directions, the Contractor must provide sewn seams for
sampling which are oriented in both the machine and cross-machine directions. The seams
sewn for sampling must be at least 2 yards in length in each geotextile direction. If the
WSDOT Amendments 64
seams are sewn in the factory, the Engineer will obtain samples of the factory seam at
random from any of the rolls to be used. The seam assembly description shall be submitted
by the Contractor to the Engineer and will be included with the seam sample obtained for
testing. This description shall include the seam type, stitch type, sewing thread type(s), and
�r stitch density.
SECTION 9-34, PAVEMENT MARKING MATERIAL
aw April 3,2006
9-34.2 Paint
go This section is revised to read:
White and yellow paint shall comply with the specifications for high volatile organic compound
r (VOC) solvent based paint, low VOC solvent based paint or low VOC waterborne paint. Blue
paint for "Access Parking Space Symbol with Background" shall be chosen from a WSDOT
QPL listed Manufacturer. The blue color shall match Fed Standard 595, color 15090 and the
tolerance of variation shall match that shown in the FHWA "Highway Blue Color Tolerance
Chart."
9-34.3 Plastic
This section is revised to read:
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White and yellow plastic pavement marking materials shall comply with the specifications for:
Type A—Liquid hot applied thermoplastic
Type B —Pre-formed fused thermoplastic
r. Type C —Cold applied pre-formed tape
Type D—Liquid cold applied methyl methacrylate
Blue plastic pavement marking material for "Access Parking Space Symbol with Background"
shall be chosen from a WSDOT QPL listed Manufacturer. The blue color shall match Fed
Standard 595, color 15090 and the tolerance of variation shall match that shown in the FHWA
"Highway Blue Color Tolerance Chart."
9-34.4 Glass Beads
+rr In the first sentence the reference to AASHTO M 247-81, Type I is revised to AASHTO M 247, Type
1.
.r, SECTION 9-35,TEMPORARY TRAFFIC CONTROL MATERIALS
April 3, 2006
9-35.2 Construction Signs
The first paragraph is supplemented with the following:
r. Post mounted Class A construction signs shall conform to the requirements of this section and
additionally shall conform to the requirements stated in section 9-28.
The second paragraph is revised to read:
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Aluminum sheeting shall be used to fabricate all construction signs. The signs shall have a
minimum thickness of 0.080-inches and a maximum thickness of 0.125-inches.
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The first sentence in the fourth paragraph is revised to read:
The use of plywood, composite, fiberglass reinforced plastic, new fabric rollup signs, and any
other previously approved sign materials except aluminum is prohibited. Any sign which
otherwise meets the requirements of this section and was purchased prior to July 1, 2004, may be
utilized until December 31, 2007. If a fabric sign is used, It shall have been fabricated with Type
VI reflective sheeting.
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WSDOT Amendments 66
SPECIAL PROVISIONS
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SPECIALPROVISIONS...............................................................................................................8
1-01 DEFINITIONS AND TERMS.............................................................................................8
to 1-01.1 General
1-01.3 Definitions..........................................................................................................................8
1-02 BID PROCEDURES AND CONDITIONS......................................................................10
1-02.1 Prequalification of bidders.............................................................................................10
+rir 1-02.2 Plans and Specifications.................................................................................................10
1-02.5 Proposal Forms...............................................................................................................11
1-02.6 Preparation of Proposal.................................................................................................11
1-02.6(1) Proprietary Information............................................................................................11
1-02.7 Bid Deposit......................................................................................................................12
1-02.9 Delivery of Proposal.......................................................................................................12
1-02.12 Public Opening of Proposals........................................................................................12
..
1-02.13 Irregular Proposals.......................................................................................................12
1-02.14 Disqualification of Bidders...........................................................................................13
1-02.15 Pre Award Information 13
................................................................................................
1-03 AWARD AND EXECUTION OF CONTRACT..............................................................13
1-03.1 Consideration of bids......................................................................................................13
1-03.2 Award of Contract..........................................................................................................14
wr1-03.3 Execution of Contract.....................................................................................................14
1-03.4 Contract Bond.................................................................................................................14
as1-03.7 Judicial Review...............................................................................................................15
1-04 SCOPE OF WORK...........................................................................................................15
1-04.2 Coordination of Contract Documents..........................................................................15
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1-04.3 Contractor-Discovered Discrepancies...........................................................................15
1-04.4 Changes............................................................................................................................16
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1-04.8 Progress Estimates and Payments.................................................................................16
1-04.11 Final Cleanup................................................................................................................16
1-05 CONTROL OF WORK.....................................................................................................16
1-05.4 Conformity With and Deviation from Plans and Stakes.............................................16
1-05.4(3) Contractor Supplied Surveying.................... ..........17
...................................................
1-05.4(4) Contractor Provided As-Built Information.............................................................18
.. 1-05.7 Removal of Defective and Unauthorized Work............................................................18
1-05.10 Guarantees....................................................................................................................19
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1-05.11 Final Inspection.............................................................................................................19 ar
1-05.11(1) Substantial Completion Date...................................................................................19
1-05.11(2) Final Inspection and Physical Completion Date....................................................20
1-05.11(3) Operational Testing..................................................................................................20
1-05.12 Final Acceptance...........................................................................................................21 r„
1-05.13 Superintendents,Labor and Equipment of Contractor............................................21
1-05.14 Cooperation with Other Contractors..........................................................................21
1-05.16 Water and Power..........................................................................................................22
1-05.17 Oral Agreements...........................................................................................................22
1-05.18 Contractor's Daily Diary..............................................................................................22
1-06 CONTROL OF MATERIAL............................................................................................23
1-06.1 Approval of Materials Prior to Use...............................................................................23
1-06.2(l) Samples and Tests for Acceptance............................................................................23
1-06.2(2) Statistical Evaluation of Materials for Acceptance.................................................23
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC.......................23
1-07.1 Laws to be Observed......................................................................................................23 .rr
1-07.2 State Sales Tax.................................................................................................................24
1-07.2(1) General........................................................................................................................24
1-07.2(2) State Sales Tax-Rule 171.........................................................................................25
1-07.2(3) State Sales Tax-Rule 170.........................................................................................25
1-07.2(4) Services........................................................................................................................25
1-07.6 Permits and Licenses......................................................................................................25
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1-07.9 Wages...............................................................................................................................26
1-07.9(5) Required Documents..................................................................................................26
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1-07.11 Requirements for Non-Discrimination........................................................................26
1-07.11(11) City of Renton Affidavit of Compliance...............................................................26
1-07.12 Federal Agency Inspection...........................................................................................26 irr
1-07.13 Contractor's Responsibility for Work.........................................................................26
1-07.13(1) General......................................................................................................................26 ri
1-07.15 Temporary Water Pollution/Erosion Control.............................................................26
1-07.16 Protection and Restoration of Property......................................................................27
1-07.16(1) Private/Public Property...........................................................................................27
1-07.17 Utilities and Similar Facilities......................................................................................28
1-07.17(1) Interruption of Services...........................................................................................29
1-07.18 Public Liability and Property Damage Insurance.....................................................29
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1-07.18(1) General......................................................................................................................29
1-07.18(2) Coverages..................................................................................................................30
1-07.18(3) Limits........................................................................................................................31
1-07.18(4) Evidence of Insurance:............................................................................................32
ar 1-07.22 Use of Explosives...........................................................................................................32
1-07.23 Public Convenience and Safety....................................................................................32
1-07.23(1) Construction Under Traffic.....................................................................................33
1-07.23(2) Construction and Maintenance of Detours............................................................34
1-07.24 Rights of Way................................................................................................................34
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1-08 PROSECUTION AND PROGRESS................................................................................35
1-08.0 Preliminary Matters.......................................................................................................35
aw 1-08.0(1) Preconstruction Conference............................... ......35
.................................................
1-08.0(2) Hours of Work............................................................................................................36
*■ 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees..............37
1-08.1 Subcontracting................................................................................................................37
wr 1-08.2 Assignment......................................................................................................................37
1-08.3 Progress Schedule...........................................................................................................37
.r 1-08.4 Notice to Proceed and Prosecution of the Work...........................................................38
1-08.5 Time For Completion.....................................................................................................38
1-08.6 Suspension of Work........................................................................................................40
1-08.7 Maintenance During Suspension...................................................................................40
1-08.9 Liquidated Damages.......................................................................................................40
1-08.11 Contractor's Plant and Equipment.............................................................................40
1-08.12 Attention to Work.........................................................................................................41
1-09 MEASUREMENT AND PAYMENT
1-09.1 Measurement of Quantities............................................................................................41
.' 1-09.3 Scope of Payment............................................................................................................42
1-09.6 Force Account..................................................................................................................42
+w. 1-09.7 Mobilization....................................................................................................................43
1-09.9 Payments..........................................................................................................................43
w1-09.9(1) Retainage....................................................................................................................44
1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts...........44
1-09.9(3) Final Payment.............................................................................................................45
1-09.11 Disputes and Claims......................................................................................................46
1-09.11(2) Claims........................................................................................................................46
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1-09.11(3) Time Limitations and Jurisdiction.................................... .........46
.............................
1-09.13 Claims and Resolutions.................................................................................................46
1-09.13(3) Claims $250,000 or Less..........................................................................................46
1-09.13(3)A Administration of Arbitration..............................................................................46
1-09.13(3)B Procedures to Pursue Arbitration........................................................................46
1-09.14 Payment Schedule.........................................................................................................47
1-09.14(1) Scope..........................................................................................................................47
1-09.14(2) Bid Items...................................................................................................................47
1-10 TEMPORARY TRAFFIC CONTROL............................................................................53
1-10.1 General............................................................................................................................53
1-10.2(1)B Traffic Control Supervisor.....................................................................................55
1-10.2(2) Traffic Control Plans.................................................................................................55
1-10.3 Flagging,Signs,and All Other Traffic Control Devices..............................................55
1-10.3(3) Construction Signs.....................................................................................................55
1-10.4 Measurement...................................................................................................................55
1-10.5 Payment...........................................................................................................................55 r
1-11 RENTON SURVEYING STANDARDS...........................................................................55
1-11.1(1) Responsibility for surveys..........................................................................................55
1-11.1(2) Survey Datum and Precision.....................................................................................56
1-11.1(3) Subdivision Information............................................................................................56
1-11.1(4) Field Notes...................................................................................................................56
1-11.1(5) Corners and Monuments...........................................................................................57
1-11.1(6) Control or Base Line Survey.....................................................................................57
1-11.1(7) Precision Levels..........................................................................................................57
1-11.1(8) Radial and Station --Offset Topography err
1-11.1(9) Radial Topography.....................................................................................................58
1-11.1(10) Station--Offset Topography.....................................................................................58
1-11.1(11) As-Built Survey.........................................................................................................58
1-11.1(12) Monument Setting and Referencing.......................................................................58 No
1-11.12 Materials........................................................................................................................59
1-11.12(1) Property/Lot Corners ..............................................................................................59
1-11.12(2) Monuments...............................................................................................................59
1-11.12(3) Monument Case and Cover.....................................................................................59
2-01 CLEARING, GRUBBING,AND ROADSIDE CLEANUP............................................59
2-01.1 Description......................................................................................................................59
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2-01.2 Disposal of Usable Material and Debris 59
2-01.5 Payment...........................................................................................................................60
�+. 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS...............................................60
2-02.3(3) Removal of Pavement, Sidewalks, and Curbs.........................................................60
r.. 2-02.4 Measurement...................................................................................................................60
2-02.5 Payment...........................................................................................................................60
2-03 ROADWAY EXCAVATION AND EMBANKMENT.....................................................60
2-03.3 Construction Requirements...........................................................................................60
2-03.4 Measurement...................................................................................................................61
2-03.5 Payment...........................................................................................................................62
2-04 HAUL..................................................................................................................................62
." 2-04.5 Payment....................................................................
2-06 SUBGRADE PREPARATION.........................................................................................62
2-06.5 Measurement and Payment..........................................................................................62
2-09 STRUCTURE EXCAVATION..........................................................................................62
.. 2-09.1 Description......................................................................................................................62
2-09.3(1)D Disposal of Excavated Material.............................................................................62
dw 2-09.4 Measurement...................................................................................................................63
2-09.5 Payment...........................................................................................................................63
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5-04 ASPHALT CONCRETE PAVEMENT............................................................................64
5-04.2 Materials..........................................................................................................................64
5-04.3 Construction Requirements...........................................................................................64
5-04.3(5) Conditioning the Existing Surface............................................................................64
5-04.3(5)A Preparation of Existing Surface.............................................................................65
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5-04.3(7)A Mix Design 65
5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture.............................................66
5-04.3(10)B Control....................................................................................................................66
5-04.5 Payment...........................................................................................................................66
wr 5-04.5(1)A Price Adjustments for Quality of HMA Mixture..................................................66
5-04.5(1)B Price Adjustments for Quality of HMA Compaction...........................................67
ow 5-06 TEMPORARY RESTORATION IN PAVEMENT AREAS...........................................67
5-06.1 Description......................................................................................................................67
5-06.2 Materials..........................................................................................................................67
5-06.3 Construction Requirements...........................................................................................68
7-01 DRAINS..............................................................................................................................68
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7-01.2 Materials..........................................................................................................................68
7-01.3 Construction Requirements...........................................................................................68
7-01.4 Measurement...................................................................................................................68
7-05 MANHOLES,INLETS,AND CATCH BASINS............................................................68
7-05.3 Construction Requirements...........................................................................................68 r
7-05.3(1) Adjusting Manholes and Catch Basins to Grade....................................................69
7-05.3(3) Connections to Existing Manholes............................................................................70
7-05.3(5) Manhole Coatings......................................................................................................70
7-05.4 Measurement...................................................................................................................70
7-05.5 Payment...........................................................................................................................71
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS...............................................71
7-08.3 Construction Requirements...........................................................................................71
7-08.3(1)C Bedding the Pipe......................................................................................................71
7-08.3(1)D Pipe Foundation
7-08.3(2)A Survey Line and Grade...........................................................................................71
7-08.3(2)B Pipe Laying—General.............................................................................................72
7-08.3(2)E Rubber Gasketed Joints..........................................................................................72
7-08.3(2)H Sewer Line Connections.........................................................................................72
7-08.3(2)J Placing PVC Pipe.....................................................................................................73
7-08.3(3)A Backfilling Sanitary Sewer Trenches.....................................................................73
7-08.4 Measurement...................................................................................................................74
7-08.5 Payment...........................................................................................................................74
7-17 SANITARY SEWERS.......................................................................................................74
7-17.2 Materials..........................................................................................................................74
7-17.3 Construction Requirements...........................................................................................74 r
7-17.3(1) Protection of Existing Sewerage Facilities...............................................................74
7-17.3(2)H Television Inspection...............................................................................................75
7-17.4 Measurement...................................................................................................................75
7-17.5 Payment...........................................................................................................................75 +rr
8-09 RAISED PAVEMENT MARKERS..................................................................................75
8-09.5 Payment...........................................................................................................................76 rrr
8-13 MONUMENT CASES.......................................................................................................76
8-13.1 Description......................................................................................................................76
8-13.3 Construction Requirements...........................................................................................76
8-13.4 Measurement...................................................................................................................76
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"'■ 8-13.5 Payment...........................................................................................................................76
8-22 PAVEMENT MARKING..................................................................................................76
8-22.1 Description......................................................................................................................76
8-22.3(5) Installation Instructions............................................................................................77
AW8-22.5 Payment...........................................................................................................................77
8-23 TEMPORARY PAVEMENT MARKINGS.....................................................................78
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8-23.5 Payment...........................................................................................................................78
9-03.8(7) HMA Tolerances and Adjustments............................................................................78
9-08 PAINTS...............................................................................................................................78
9-08.8 Manhole Coating System Products...............................................................................78
9-08.8(1) Coating Systems Specification..................................................................................78
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SPECIAL PROVISIONS
1-01 DEFINITIONS AND TERMS
1-01.1 General
Section 1-01.1 is supplemented with: r
Whenever reference is made to the State, Commission, Department of Transportation, Secretary of
Transportation, Owner, Contracting Agency or Engineer, such reference shall be deemed to mean the
City of Renton acting through its City Council, employees, and duly authorized representatives for all
contracts administered by the City of Renton.
All references to "State Materials Laboratory" shall be revised to read, "Contracting Agency
designated location".
1-01.3 Definitions
Section 1-01.3 is revised and supplemented by the following:
Act of God
"Act of God" means an earthquake, flood, cyclone, or other cataclysmic phenomenon of nature. A
rain, windstorm, high water or other natural phenomenon of unusual intensity for the specific locality
of the work, which might reasonably have been anticipated from historical records of the general
locality of the work, shall not be construed as an act of god.
Consulting Engineer
The Contracting Agency's design consultant, who may or may not administer the construction
program for the Contracting Agency.
Contract Documents ad
See definition for"Contract".
Contract Price at
Either the unit price,the unit prices, or lump sum price or prices named in the proposal, or in properly
executed change orders.
Contract Time
The period of time established by the terms and conditions of the Contract within which the work
must be physically completed.
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Dates
Bid Opening Date: The date on which the Contracting Agency publicly opens and reads the
bids.
Award Date: The date of the formal decision of the Contracting Agency to accept the lowest
responsible and responsive Bidder for the work.
Contract Execution Date: The date the Contracting Agency officially binds the agency to
the Contract.
Notice to Proceed Date: The date stated in the Notice to Proceed on which the Contract Time Olt
begins.
Substantial Completion Date: The day the Engineer determines the Contracting Agency has
full and unrestricted use and benefit of the facilities, both from the operational and safety
standpoint, and only minor incidental work, replacement of temporary substitute facilities, or
correction or repair remains for the physical completion of the total contract.
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Contract Completion Date: The date by which the work is contractually required to be
physically completed. The Contract Completion Date will be stated in the Notice to Proceed.
Revisions of this date will be authorized in writing by the Engineer whenever there is an
extension to the Contract time.
Completion Date: The day all the work specified in the Contract is completed and all the
obligations of the Contractor under the Contract are fulfilled by the Contractor.
Final Acceptance Date: The date the Contracting Agency accepts the work as complete per
the Contract requirements.
Day
Unless otherwise designated, day(s) as used in the Contract Documents, shall be understood to mean
working days.
Engineer
The City Engineer or duly authorized representative,or an authorized member of a licensed
war consulting firm retained by Owner for the construction engineering of a specific public works project.
Inspector
Owner's authorized representative assigned to make necessary observations of the work performed or
being performed, or of materials furnished or being furnished by Contractor.
Notice of Award: The written notice from the Contracting Agency to the successful bidder signifying
the Contracting Agency's acceptance of the bid.
Notice to Proceed: The written notice from the Contracting Agency or Engineer to the Contractor
authorizing and directing the Contractor to proceed with work and establishing the date on which the
Contract time begins.
Or Equal
Where the term "or equal" is used herein, the Contracting Agency, or the Contracting Agency on
AWL recommendation of the Engineer, shall be the sole judge of the quality and suitability of the proposed
substitution. The responsibility and cost of furnishing necessary evidence, demonstrations, or other
information required to obtain the approval of alternative materials or processes by the Owner shall
be entirely borne by the Contractor.
Ma
Owner
The City of Renton or its authorized representative also referred to as Contracting Agency.
"W Performance and Payment Bond
Same as "Contract Bond"defined in the Standard Specifications.
Plans
The Contract Plans and/or standard Plans which show location, character, and dimensions of
prescribed work including layouts, profiles, cross-sections, and other details. Drawings may either be
bound in the same book as the balance of the Contract Documents or bound in separate sets, and are a
part of the Contract Documents, regardless of the method of binding. The terms "Standard Drawings"
or "Standard Details" generally used in Specifications refers to drawings bound either with the
specification documents or included with the Plans or the City of Renton Standard Plans.
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Points
Wherever reference is made to Engineer's points, this shall mean all marks,bench marks, reference
points, stakes,hubs,tack, etc., established by Engineer for maintaining horizontal and vertical control
of the work.
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Provide
Means "furnish and install"as specified and shown in the Plans.
Secretary, Secretary of Transportation
The chief executive officer of the Department and other authorized representatives. The chief
executive officer to the Department shall also refer to the Department of Planning/Building/Public
Works Administrator.
Shop Drawings
Same as "Working Drawings"defined in the Standard Specifications.
Special Provisions +wt
Modifications to the Standard Specifications and Supplemental Specifications that apply to an
individual project. The special provisions may describe work the Specifications do not cover. Such
work shall comply first with the special provisions and then with any Specifications that apply. The
Contractor shall include all costs of doing this work within the bid prices.
State
The state of Washington acting through its representatives. The State shall also refer to The City of
Renton and its authorized representatives where applicable.
Supplemental Drawings and Instructions
Additional instructions by Engineer at request of Contractor by means of drawings or documents +
necessary, in the opinion of Engineer, for the proper execution of the work. Such drawings and
instructions are consistent with the Contract Documents.
Traffic
Both vehicular and non-vehicular traffic, such as pedestrians,bicyclists,wheelchairs, and equestrian
traffic.
Utility
Public or private fixed improvement for the transportation of fluids, gases,power, signals, or
communications and shall be understood to include tracks, overhead and underground wires, cables,
pipelines,conduits, ducts, sewers, or storm drains. arW
1-02 BID PROCEDURES AND CONDITIONS
1-02.1 Prequalification of Bidders
Delete this Section and replace it with the following:
(******) r
Bidders shall be qualified by experience, financing, equipment, and organization to do the work
called for in the Contract Documents. The Contracting Agency reserves the right to take whatever
action it deems necessary to ascertain the ability of the bidder to perform the work satisfactorily.
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1-02.2 Plans and Specifications
Delete this Section and replace it with the following:
(******)
Information as to where Bid Documents can be obtained or reviewed will be found in the Call for
Bids (Advertisement for Bids) for the work.
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MW After award of the Contract, Plans and specifications will be issued to the Contractor at no cost as
detailed below:
To Prime Contractor No. of Sets Basis of Distribution
" Reduced Plans (11" x 17") and 4 Furnished automatically
contract provisions upon award
Large Plans(22"x 34") 4 Furnished only upon
so request
Additional Plans and Contract Provisions may be purchased by the Contractor by payment of the cost
stated in the Call for Bids.
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1-02.5 Proposal Forms
Delete this Section and replace it with the following:
At the request of the bidder, the Contracting Agency will provide a proposal form for any project on
which the bidder is eligible to bid
r The proposal form will identify the project and its location and describe the work. It will also list
estimated quantities, units of measurement, the items of work, and the materials to be furnished at the
unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not
limited to, unit bid prices; extensions; summations; the total bid amount; signatures; date; and, where
applicable,retail sales taxes and acknowledgement of addenda; the bidder's name, address, telephone
number, and signature; and a State of Washington Contractor's Registration Number. Bids shall be
completed by typing or shall be printed in ink by hand, preferably in black ink. The required
certifications are included as part of the proposal form.
The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives,
if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and
W additives set forth in the proposal forms unless otherwise specified.
Any correction to a bid made by interlineations, alteration, or erasure, shall be initialed by the signer
of the bid. The bidder shall make no stipulation on the Bid Form,nor qualify the bid in any manner.
4
A bid by a corporation shall be executed in the corporate name, by the president or a vice president
(Or other corporate officer accompanied by evidence of authority to sign).
Aw A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of
the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to
be satisfied through such an agreement.
A bid by a joint venture shall be executed in the joint venture name and signed by a member of the
joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any
D/W/MBE requirements are to be satisfied through such an agreement.
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1-02.6 Preparation of Proposal
The second paragraph is revised as follows:
`w All prices shall be in legible figures and words written in ink or typed.The proposal shall include:
1. A unit price for each item (omitting digits more than four places to the right of the decimal
point), each unit price shall also be written in words; where a conflict arises the written words shall
prevail.
1-02.6(1) Proprietary Information
1-02.6(1) is a new Section.
Vendors should, in the bid proposal, identify clearly any material(s), which constitute "(valuable)
formula, designs drawings, and research data" so as to be exempt from public disclosure, RCW
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42.17.3 10, or any materials otherwise claimed to be exempt, along with a Statement of the basis
for such claim of exemption. The Department (or State) will give notice to the vendor of any
request for disclosure of such information received within 5 (five) years from the date of
submission. Failure to so label such materials or failure to timely respond after notice of request
for public disclosure has been given shall be deemed a waiver by the submitting vendor of any
claim that such materials are, in fact, so exempt.
1-02.7 Bid Deposit
Section 1-02.7 is supplemented with the following:
Bid Bonds shall contain the following:
1. Number assigned to the project by the Contracting Agency;
2. Name of the project;
3. The Contracting Agency named as obligee;
4. The amount of the bid bond stated either as a dollar figure or as a percentage which
represents five percent of the maximum bid amount that could be awarded;
5. Signature of the bidder's officer empowered to sign official statements. The signature of the
person authorized to submit the bid should agree with the signature on the bond, and the title
of the person must accompany said signature;
6. The signature of the surety's officer empowered to sign the bond form included in the
Contract Provision.
1-02.9 Delivery of Proposal
Revise the first paragraph to read:
(******)
Each proposal shall be submitted in a sealed envelope, with Project Name and Project Number as
stated in the Advertisement for Bids clearly marked on the outside of the envelope Or as otherwise
stated in the Bid Documents,to ensure proper handling and delivery.
1-02.12 Public Opening of Proposals Vt
Section 1-02.12 is supplemented with the following:
(******)
The Contracting Agency reserves the right to postpone the date and time for bid opening. aril,
Notification to bidder will be by addenda.
1-02.13 Irregular Proposals
Revise item I to read:
(******)
1. A proposal will be considered irregular and will be rejected if-
a. The bidder is not prequalified when so required;
b. The authorized proposal form furnished by the Contracting Agency is not used or is
altered;
C. The complete proposal form contains any unauthorized additions, deletions, alternate
bids, or conditions;
d. The bidder adds provisions reserving the right to reject or accept the award, or enter
into the Contract;
e. A price per unit cannot be determined from the bid proposal;
f. The proposal form is not properly executed;
g. The bidder fails to submit or properly complete a subcontractor list, if applicable, as
required in Section 1-2.6
h. The bidder fails to submit or properly complete a Disadvantaged, Minority or
Women's Business Enterprise Certification, if applicable, as required in Section 1-
02.6; or
i. The bid proposal does not constitute a definite and unqualified offer to meet the
material terms of the bid invitation. ur
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fto 1-02.14 Disqualification of Bidders
Revise this section to read:
"" 1. A bidder will be deemed not responsible and the proposal rejected if the bidder does not meet
the responsibility criteria in RCW 39.04.
2. A bidder may be deemed not responsible and the proposal rejected if-
a. More than one proposal is submitted for the same project from a bidder under the same or
different names;
b. Evidence of collusion exists with any other bidder or potential bidder. Participants in
collusion will be restricted from submitting further bids;
++ c. The bidder, in the opinion of the Contracting Agency, is not qualified for the work or to
the full extent of the bid, or to the extent that the bid exceeds the authorized
prequalification amount as may have been determined by prequalification of the bidder;
d. An unsatisfactory performance record exists based on past or current Contracting Agency
work or for work done for others, as judged from the standpoint of conduct of the work;
workmanship; progress; affirmative action; equal employment opportunity practices; or
Disadvantaged Enterprise, Minority Enterprise, or Women's Business Enterprise
utilization.
e. There is uncompleted work (Contracting Agency or otherwise) which might hinder or
prevent the prompt completion of the work bid upon;
f. The bidder failed to settle bills for labor or materials on past or current contracts;
+ + g. The bidder has failed to complete a written public contract or has been convicted of a
crime arising from a previous public contract;
h. The bidder is unable, financially or otherwise,to perform the work;
i. A bidder is not authorized to do business in the State of Washington (not registered in
accordance with RCW 18.27)
j. There are any other reasons deemed proper by the Contracting Agency.
M 1-02.15 Pre Award Information
Revise this section to read:
Before awarding any contract, the Contracting Agency may require one or more of these items or
.., actions of:
1. A complete statement of the origin, composition, and manufacture of any or all materials to
be used;
2. Samples of these materials for quality and fitness tests;
3. A progress schedule (in a form the Contracting Agency requires) showing the order of time
required for the various phases of work;
4. A breakdown of costs assigned to any bid item;
5. Attending at a conference with the Engineer or representatives of the Engineer;
6. Obtain, and furnish a copy of, a business license to do business in the city and/or county
where the work is located;
7. A copy of State of Washington Contractor's Registration; or
8. Any other information or action taken that is deemed necessary to ensure that the bidder is
the lowest responsible bidder.
AW 1-03 AWARD AND EXECUTION OF CONTRACT
1-03.1 Consideration of bids
Section 1-03.1 is supplemented with the following:
All bids will be based on total sum of all schedules of prices. No partial bids will be accepted unless
r so stated in the call for bids or special provisions.The City reserves the right however to award all or
any schedule of a bid to the lowest bidder at its discretion.
13
1-03.2 Award of Contract
Section 1-03.2 is supplemented with the following:
The Contract, bond form, and all other forms requiring execution, together with a list of all other
forms or documents required to be submitted by the successful bidder, will be forwarded to the
successful bidder within 10 days of the award. The number of copies to be executed by the
Contractor shall be determined by the Contracting Agency.
wi
1-03.3 Execution of Contract
Section 1-03.3 is revised and supplemented as follows:
Within 10 calendar days after receipt from the City of the forms and documents required to be at
completed by the Contractor, the successful bidder shall return the signed Contracting Agency-
prepared contract,an insurance certification as required by Section 1-07.18, and a satisfactory bond as
required by law and Section 1-03.4. Before execution of the Contract by the Contracting Agency, the
successful bidder shall provide any pre-award information the Contracting Agency may require under
Section 1-02.15.
Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor
shall any work begin within the project limits or within Contracting Agency-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 Contracting Agency.
�r
If the bidder experiences circumstances beyond their control that prevents return of the Contract
documents within 10 calendar days after the award date, the Contracting Agency may grant up to a
maximum of 10 additional calendar days for return of the documents, provided the Contracting
Agency deems the circumstances warrant it.
The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a
Contractor who is not registered or licensed as required by the laws of the state. In addition, the
Contracting Agency requires persons doing business with the Contracting Agency to possess a valid
City of Renton business license prior to award.
When the Bid Form provides spaces for a business license number, a Washington State Contractors
registration number, or both the Bidder shall insert such information in the spaces provided. The
Contracting Agency requires legible copies of the Contractor's Registration and business license be
submitted to the Engineer as part of the Contracting Agency's post-award information and evaluation
activities. at
1-03.4 Contract Bond
Revise the first paragraph to read:
(******) No
The successful bidder shall provide an executed contract bond for the full contract amount. This
contract bond shall:
1. Be on the Contracting Agency-furnished form;
2. Be signed by an approved surety(or sureties)that:
a. Is registered with the Washington State Insurance Commissioner, and
b. Appears on the current Authorized Insurance List in the State of Washington published by
the Office of the Insurance Commissioner;
3. Be conditioned upon the faithful performance of the Contract by the Contractor within the
prescribed time;
4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against
any claim of direct or indirect loss resulting from the failure:
a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors
of the Contractor)to faithfully perform the Contract, or rr►
14
+�• b. Of the Contractor (subcontractors, or lower tier subcontractors of the Contractor) to pay
all laborers, mechanics, subcontractors, lower tie subcontractors, material person, or any
other person who provides supplies or provisions for carrying out work;
5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond;
"" and
6. Be signed by an officer of the Contractor empowered to sign official statements (sole
proprietor or partner). If the Contractor is a corporation, the bond must be signed by the
Nr president or vice-president, unless accompanied by a written proof of the authority of the
individual signing the bond to bind the corporation (i.e., corporate resolution, power of
attorney or a letter to such effect by the president or vice-president).
A. 1-03.7 Judicial Review
Revise the last sentence to read:
The venue of all causes of action arising from the advertisement, award, execution, and performance
of the Contract shall be in the Superior Court of the County where the Contracting Agency's
headquarters are located.
1-04 SCOPE OF WORK
1-04.2 Coordination of Contract Documents, Plans, Special Provisions Specifications,
and Addenda
Revise the second paragraph to read:
Any inconsistency in the parts of the Contract shall be resolved by following this order of precedence
(e.g., 1 presiding over 2,2 over 3, 3 over 4, and so forth):
1. Addenda
2. Proposal Form
3. Special Provisions
4. Contract Plans
5. Amendments to Division 1-99 APWA Supplement
6. Amendments to the Standard Specifications
7. Division 1-99 APWA Supplement
8. WSDOT/APWA Standard Specifications for Road,Bridge and Municipal Construction
9. Contracting Agency's Standard Plans(if any)
10. WSDOT/APWA Standard Plans for Road,Bridge and Municipal Construction
1-04.3 Contractor-Discovered Discrepancies
Section 1-04.3 is a new section:
aw
(***** )
Upon receipt of award of contract, Contractor shall carefully study and compare all the components
of the Contract Documents and other instructions, and check and verify all field measurements.
Contractor shall, prior to ordering material or performing work, report in writing to Engineer any
so error, inconsistency, or omission in respect to design or mode of construction, which is discovered. If
Contractor, in the course of this study or in the accomplishment of the work, finds any discrepancy
between the Plans and the physical condition of the locality as represented in the Plans, or any such
errors or omissions in respect to design or mode of construction in the Plans or in the layout as given
by points and instructions, it shall be Contractor's duty to inform Engineer immediately in writing,
and Engineer will promptly check the same. Any work done after such discovery, until correction of
Plans or authorization of extra work is given, if Engineer finds that extra work is involved, will be
Aw done at Contractor's risk. If extra work is involved, the procedure shall be as provided in Section 1-
04.4 of the Standard Specifications.
ow
15
am
go
1-04.4 Changes No
The last two paragraphs are replaced with the following:
Renton does not have a formal policy or guidelines on cost reduction alternatives, but will evaluate to
such proposals by the Contractor on a case-by-case basis.
1-04.8 Progress Estimates and Payments
Section 1-04.8 is supplemented as follows: aw
The Contractor is encouraged to provide to the Engineer prior to progress payments an estimate of
Lump sum work accomplished to date. The Engineer's calculations and decisions shall be final in
regard to the actual percentage of any lump sum pay item accomplished and eligible for payment 69
unless another specific method of calculating lump sum payments is provided elsewhere in the
Specifications.
1-04.11 Final Cleanup at
Section 1-04.11 is supplemented as follows:
All salvage material as noted on the Plans and taken from any of the discarded facilities shall, at the
Engineer's discretion, be carefully salvaged and delivered to the City shops. Any cost incurred in
salvaging and delivering such items shall be considered incidental to the project and no compensation
will be made.
w
The Contract price for "Finish and Cleanup, Lump Sum," shall be full compensation for all work,
equipment and materials required to perform final cleanup. If this pay item does not appear in the
Contract documents then final cleanup shall be considered incidental to the Contract and to other pay
item and no further compensation shall be made.
1-05 CONTROL OF WORK
1-05.4 Conformity With and Deviation from Plans and Stakes
Section 1-05.4 is supplemented with the following:
If the project calls for Contractor supplied surveying, the Contractor shall provide all required survey
work, including such work as mentioned in Sections 1-05.4(1) and 1-05.4(2), 1-11 and elsewhere in
these Specifications as being provided by the Engineer. All costs for this survey work shall be
included in "Contractor Supplied Surveying,"per lump sum.
The Engineer or Contractor supplied surveyor will provide construction stakes and marks establishing
lines, slopes, and grades as stipulated in Sections 1-05.4 and will perform such work per Section 1-11. of
The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation
slopes measured from the Engineer or Contractor supplied surveyor furnished stakes and marks.
The Contractor shall provide a work site, which has been prepared to permit construction staking to
proceed in a safe and orderly manner. The Contractor shall keep the Engineer or Contractor supplied
surveyor informed of staking requirements and provide at least 48 hours notice to allow the Engineer
or Contractor supplied surveyor adequate time for setting stakes.
The Contractor shall carefully preserve stakes, marks, and other reference points, including existing
monumentation, set by Contracting Agency forces. The Contractor will be charged for the costs of
replacing stakes, markers and monumentation that were not to be disturbed but were destroyed 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 Engineer's line and grade, will not be allowed unless the original control
points set by the Engineer still exist, or unless other satisfactory substantiating evidence to prove the
rr
16
wr error was furnished by the Engineer. 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.
The Contractor shall provide all surveys required other than those to be performed by the Engineer.
All survey work shall be done in accordance with Section 1-11 SURVEYING STANDARDS of these
Specifications.
The Contractor shall keep updated survey field notes in a standard field book and in a format set by
the Engineer, per Section 1-11.1(4). These field notes shall include all survey work performed by the
r Contractor's surveyor in establishing line, grade and slopes for the construction work. Copies of these
field notes shall be provided the Engineer upon request and upon completion of the Contract work the
field book or books shall be submitted to the Engineer and become the property of the Contracting
Agency.
If the survey work provided by the Contractor does not meet the standards of the Engineer, then the
Contractor shall, upon the Engineer's written request, remove the individual or individuals doing the
,W survey work and the survey work will be completed by the Engineer at the Contractor's expense.
Costs for completing the survey work required by the Engineer will be deducted from monies due or
to become due the Contractor.
go All costs for survey work required to be performed by the Contractor shall be included in the prices
bid for the various items which comprise the improvement or be included in the bid item for
"Contractor Supplied Surveying"per lump sum if that item is included in the contracts.
as 1-05.4(3) Contractor Supplied Surveying
Section 1-05.4(3)is a new section:
When the Contract provides for Contractor Supplied Surveying, the Contractor shall supply the
survey work required for the project. The Contractor shall retain as a part of the Contractor
Organization an experienced team of surveyors under the direct supervision of a professional land
surveyor licensed by the State of Washington. All survey work shall be done in accordance with
,.,. Sections 1-05.4 and 1-11.
The Contractor and/or Surveyor shall inform the Engineer in writing of any errors, discrepancies, and
omissions to the Plans that prevent the Contractor and/or Surveyor from constructing the project in a
manner satisfactory to the Engineer. All errors, discrepancies, and omissions must be corrected to the
satisfaction of the Engineer before the survey work may be continued.
The Contractor shall coordinate his work with the Surveyor and perform his operations in a manner to
protect all survey stakes from harm. The Contractor shall inform the Surveyor of the Contractor's
intent to remove any survey stakes and/or points before physically removing them.
The surveyor shall be responsible for maintaining As-Built records for the project. The Contractor
shall coordinate his operations and assist the Surveyor in maintaining accurate As-Built records for
the project.
If the Contractor and Surveyor fail to provide, as directed by the Engineer and/or these Plans and
Specifications, accurate As-Built records and other work the Engineer deems necessary, the Engineer
may elect to provide at Contractor expense, a surveyor to provide all As-Built records and other work
Ar as directed by the Engineer. The Engineer shall deduct expenses incurred by the Engineer-supplied
surveying from monies owed to the Contractor.
Payment per Section 1-04.1 for all work and materials required for the full and complete survey work
.rr required to complete the project and As-Built drawings shall be included in the lump sum price for
"Construction Surveying, Staking, and As-Builts."
r
17
it
so
1-05.4(4) Contractor Provided As-Built Information .w
Section 1-05.4(4) is a new section:
It shall be the Contractors responsibility to record the location prior to the backfilling of the trenches, to
by centerline station, offset, and depth below pavement, of all existing utilities uncovered or crossed
during his work as covered under this project.
It shall be the Contractor's responsibility to have his Surveyor locate by centerline station, offset and ft
elevation each major item of work done under this contract per the survey standard of Section 1-11.
Major items of work shall include but not be limited to: Manholes, Catch basins and Inlets, Valves,
vertical and Horizontal Bends, Junction boxes, Cleanouts, Side Sewers, Street Lights & Standards,
Hydrants,Major Changes in Design Grade,Vaults, Culverts, Signal Poles, and Electrical Cabinets. at
After the completion of the work covered by this contract, the Contractor's Surveyor shall provide to
the City the hard covered field book(s) containing the as-built notes and one set of white prints of the 1W
project drawings upon which he has plotted the notes of the Contractor locating existing utilities, and
one set of white prints of the project drawings upon which he has plotted the as-built location of the
new work as he recorded in the field book(s). This drawing shall bear the Surveyor's seal and
signature certifying its accuracy. to
All costs for as-built work shall be included in the Contract item "Construction Surveying, Staking,
and As-Builts", lump sum.
■o
1-05.7 Removal of Defective and Unauthorized Work
Section 1-05.7 is supplemented as follows:
(******)
Upon written notice from the Engineer, the Contractor shall promptly replace and re-execute work by "'
Contractor forces, in accordance with the intent of the Contract and without expense to Owner, and
shall bear the expense of making good all work of other contractors destroyed or damaged by such
removal or replacement.
If Contractor does not remove such condemned work and materials and commence re-execution of
the work within 7 calendar days of written notice from the Engineer, or fails to perform any part of
the work required by the Contract Documents, the Owner may correct and remedy such work as may NU
be identified in the written notice, with Contracting Agency forces or by such other means as the
Contracting Agency may deem necessary. In that case,the Owner may store removed material.
Direct or indirect costs incurred by the Contracting Agency 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 will 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, to
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.
at
If sufficient funds do not remain in the Contract and the Contractor does not pay the cost of such
removal and storage within 10 calendar days from the date of the notice to Contractor of the fact of
such removal, Owner may, upon an additional 10 calendar days written notice, sell such materials at
public or private sale, and deduct all costs and expenses incurred from monies due to the Contractor, `N
including costs of sale, and accounting to Contractor for the net proceeds remaining. Owner may bid
at any such sale. Contractor shall be liable to Owner for the amount of any deficiency from any funds
otherwise due Contractor. sit
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 Contracting Agency or other forces. An emergency situation is any
situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or
so
18
NO
might cause serious risk of loss or damage to the public,Property Owner and Property Owner's
property.
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 Contracting Agency's rights provided by
this section.
.r. The rights exercised under the provisions of this section shall not diminish the Contracting Agency'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.
1-05.10 Guarantees
Section 1-05.10 is supplemented as follows:
r If within one year after the Acceptance Date of the Work by the Contracting Agency, defective and/or
unauthorized work is discovered, the Contractor shall promptly,upon written order by the Contracting
Agency,return and in accordance with the Engineer's instructions, either correct such work, or if such
work has been rejected by the Engineer, remove it from the project site and replace it with non-
defective and authorized work, all without cost to the Contracting Agency. If the Contractor does not
promptly comply with the written order to correct defective and/or unauthorized work, or if an
emergency exists, the Contracting Agency reserves the right to have defective and/or unauthorized
work corrected or removed and replaced pursuant to Section 1-05.8 "Owners Right to Correct
Defective and/or Unauthorized Work."
The Contractor agrees the above one year limitation shall not exclude or diminish the Contracting
Agency's rights under any law to obtain damages and recover costs resulting from defective and/or
unauthorized work discovered after one year but prior to the expiration of the legal time period set
forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed of implied
arising out of a written agreement.
The Contractor shall warrant good title to all materials, supplies, and equipment purchased for, or
incorporated in the work. Nothing contained in this paragraph, however, shall defeat or impair the
right of persons furnishing materials or labor, to recover under any bond given by the Contractor for
their protection, or any rights under any law permitting such persons to look to funds due the
Contractor in the hands of the Contracting Agency.
The provisions of this paragraph shall be inserted in all subcontracts and material contracts, and
notice of its provisions shall be given to all persons furnishing materials for the work when no formal
contract is entered into for such materials.
1-05.11 Final Inspection
1-05.11(1) Substantial Completion Date
Section 1-05.11(1)is anew section:
When the Contractor considers the work to be substantially complete,the Contractor shall so notify
the Engineer and request the Engineer establish the Substantial Completion Date. The Engineer will
schedule an inspection of the work with the Contractor to determine the status of completion.
To be considered substantially complete the following conditions must be met:
1. The Contracting Agency must have full and unrestricted use and benefit of the facilities
both from the operational and safety standpoint.
2. Only minor incidental work, replacement of temporary substitute facilities, or
correction of repair work remains to reach physical completion of the work.
19
+r.
rr
The Contractor's request shall list the specific items of work in subparagraph two above that remains
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. 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, so notify �r
the Contractor giving the reasons therefore.
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.
The above process shall be repeated until the Engineer establishes the Substantial Completion Date
and the Contractor considers the work physically complete and ready for Final Inspection.
1-05.11(2) Final Inspection and Physical Completion Date
Section 1-05.11(2)is a new Section:
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 will notify the Contractor in writing of all particulars in which the Final Inspection
revels the work incomplete or unacceptable. The Contractor shall immediately take such corrective
measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued
vigorously, diligently, and without interruption until physical completion of the listed deficiencies.
This process will continue until the Engineer is satisfied the listed deficiencies have been corrected.
If action to correct the listed deficiencies is not initiated within 7 days after receipt of the Written _n
Notice listing the deficiencies,the Engineer may,upon Written Notice to the Contractor, take
whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.8. The Contractor
will not be allowed an extension of contract time because of a delay in the performance of the work
attributable to the exercise of the Engineer's right hereunder.
Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting
Agency, 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 all the obligations
of the Contractor under the Contract have been fulfilled.
1-05.11(3) Operational Testing
Section 1-05.11(3)is a new section: Mi
Unless otherwise noted in the Contract Documents, Contractor shall give Engineer a minimum of 3
working days'notice of the time for each test and inspection. If the inspection is by another authority
than Engineer, Contractor shall give Engineer a minimum of 3 working days'notice of the date fixed
for such inspection. Required certificates of inspection by other authority than Engineer shall be
secured by Contractor.
It is the intent of the Contracting Agency 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 or signal systems; irrigation systems;
buildings; or other similar work, it may be desirable for the Engineer to have the Contractor operate
and test the work for a period of time, after final inspection but prior to the physical completion date.
Whenever items of work are listed in the Contract Provisions for operational testing they shall be
rrr
20
w.
r fully tested under operating conditions for the time period specified to ensure their acceptability prior
to the Physical Completion Date. During and following the test period, the Contractor shall correct
any items of workmanship,materials, or equipment which prove faulty,or that are not in first class
+rr 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 unit contract prices related to the system being
tested, unless specifically set forth otherwise in the proposal.
Operational and test periods, when required by the Engineer, shall not affect a manufacturer's
guaranties or warranties furnished under the terms of the Contract.
wo 1-05.12 Final Acceptance
The third and fourth sentences in paragraph 1 are deleted and replaced with:
The Final Acceptance date shall be that date in which the Renton City Council formally approves
acceptance of the Contract.
1-05.13 Superintendents,Labor and Equipment of Contractor
Revise the seventh paragraph to read:
Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section I-
02.1, the Contracting Agency will take these performance reports into account.
1-05.14 Cooperation with Other Contractors
Section 1-05.14 is supplemented as follows:
Contractor shall afford Owner and other contractors working in the area reasonable opportunity for
the introduction and storage of their materials and the execution of their respective work, and shall
properly connect and coordinate Contractor's work with theirs.
Other utilities, districts,agencies, and contractors who may be working within the project area are:
1. Puget Sound Energy(gas and electric)
2. AT&T Broadband
3. Qwest Communications
4. City of Renton(water, sewer, transportation)
r+ 5. Soos Creek Sewer and Water District
6. Cedar River Sewer and Water District
7. Skyway Sewer and Water District
8. Private contractors employed by adjacent property owners
The Contractor shall coordinate with City of Renton on tying into any existing electrical service
„r cabinet.
tw
21
no
1-05.16 Water and Power
Section 1-05.16 is a new Section:
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 and water as a pay
item.
1-05.17 Oral Agreements
Section 1-05.17 is a new section:
No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency,
either before or after execution of the Contract, shall affect or modify any of 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 Contracting Agency,
unless subsequently put in writing and signed by the Contracting Agency.
1-05.18 Contractor's Daily Diary
Section 1-05.18 is a new section:
Contractor and subcontractors shall maintain and provide to Engineer a Daily Diary Record of this
Work. This diary will be created by pen entries in a hardbound diary book of the type that is
commonly available through commercial outlets. The diary must contain the Project and Number; if
the diary is in loose-leaf form, this information must appear on every page. The diary must be kept
and maintained by Contractor's designated project superintendent(s). Entries must be made on a daily
basis and must accurately represent all of the project activities on each day.
At a minimum, the diary shall show on a daily basis:
1. The day and date.
2. The weather conditions, including changes throughout the day. Wri
3. A complete description of work accomplished during the day with adequate references to
the Plans and Contract Provisions, so that the reader can easily and accurately identify said
work in the Plans. Identify location/description of photographs or videos taken that day.
4. An entry for each and every changed condition, dispute or potential dispute, incident,
accident, or occurrence of any nature whatsoever which might affect Contractor, Owner, or
any third party in any manner.
5. Listing of any materials received and stored on- or off-site by Contractor for future
installation,to include the manner of storage and protection of the same.
6. Listing of materials installed during each day.
7. List of all subcontractors working on-site during each day.
8. Listing of the number of Contractor's employees working during each day by category of
employment.
9. Listing of Contractor's equipment working on the site during each day. Idle equipment on
the site shall be listed and designated as idle.
10. Notations to explain inspections, testing, stake-out, and all other services furnished by
Owner or other party during each day.
11. Entries to verify the daily (including non-work days) inspection and maintenance of traffic
control devices and condition of the traveled roadway surfaces. Contractor shall not allow
any conditions to develop that would be hazardous to the public.
12. Any other information that serves to give an accurate and complete record of the nature,
quantity, and quality of Contractor's progress on each day.
13. Plan markups showing locations and dimensions of constructed features to be used by rrii
Engineer to produce record drawings.
14. All pages of the diary must be numbered consecutively with no omissions in page numbers.
15. Each page must be signed and dated by Contractor's official representative on the project.
Contractor may use additional sheets separate from the diary book if necessary to provide a complete
diary record,but they must be signed, dated, and labeled with project name and number.
22
wl
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It is expressly agreed between Contractor and Owner that the Daily Diary maintained by
Contractor shall be the "Contractor's Book of Original Entry" for the documentation of any
rr potential claims or disputes that might arise during this contract. Failure of Contractor to
maintain this diary in the manner described above will constitute a waiver of any such claims or
disputes by Contractor.
Engineer or other Owner's representative on the job site will also complete a Daily Construction
Report.
1-06 CONTROL OF MATERIAL
r
1-06.1 Approval of Materials Prior to Use
rr Section 1-06.1 is supplemented as follows:
The materials and equipment lists submitted to Engineer at the Preconstruction Conference shall
include the quantity,manufacturer, and model number, if applicable, of materials and equipment to be
r.r installed under the Contract. This list will be checked by Engineer as to conformity with the Contract
Documents. Engineer will review the lists within 10 working days, noting required corrections.
Contractor shall make required corrections and file 2 corrected copies with Engineer within one week
after receipt of required corrections. Engineer's review and acceptance of the lists shall not relieve
Contractor from responsibility for suitability for the intended purpose, nor for deviations from the
Contract Documents.
1-06.2(1) Samples and Tests for Acceptance
r Section 1-06.2(1)is supplemented a follows:
The finished work shall be in accordance with approved samples. Approval of samples by Engineer
does not relieve Contractor of responsibility for performance of the work in accordance with the
Contract Documents.
1-06.2(2) Statistical Evaluation of Materials for Acceptance
r Section 1-06.02(2)is supplemented by adding the following:
Unless stated otherwise in the special provisions, statistical evaluation will not be used by the City of
ow
Renton.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
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1-07.1 Laws to be Observed
Section 1-07.1 is supplemented as follows:
' Contractor shall erect and properly maintain, at all times, as required by the conditions and progress
of the work, all necessary safeguards for protection of workers and the public; shall post danger signs
warning against known or unusual hazards; and shall designate as Safety Supervisor, a responsible
r employee on the construction site whose duty shall be the enforcement of safety. The name and
position of such person so designated shall be reported in writing to Engineer by Contractor.
Contractor shall, at all times, enforce strict discipline and good order among all employees and shall
err not employ any person unfit or not skilled in the work assigned to him/her.
Necessary sanitation conveniences for the use of the workers on the job, properly secluded from
public observation, shall be provided and maintained by Contractor.
In cases of conflict between different safety regulations,the more stringent regulation shall apply.
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The Washington State Department of Labor and Industries shall be the sole and paramount
administrative agency responsible for the administration of the provisions of the Washington
Industrial Safety and Health Act of 1973 (WISHA).
■iY
The Contractor shall maintain at the project site office, or other well-known place at the project site,
all articles necessary for providing first aid to the injured. The Contractor shall establish,publish, and
make known to all employees,procedures for ensuring immediate removal to a hospital or doctor's
care, and persons,including employees, who may have been injured on the project site. Employees
should not be permitted to work on the project site before the Contractor has established and made
known procedures for removal of injured persons to a hospital or a doctor's care. ,w
The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the
Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure,
or improper maintenance,use, or operation. The Contractor shall be solely and completely
responsible for the conditions of the project site, including safety for all persons and property in the
performance of the work. This requirement shall apply continuously, and not be limited to normal
working hours. The required or implied duty of the Engineer to conduct construction review of the
Contractor's performance does not,and shall not,be intended to include review and adequacy of the
Contractor's safety measures, in, on, or near the project site.
1-07.2 State Sales Tax
Delete this section, including its sub-sections, in its entirety and replace it with the following:
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 Contracting
Agency 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 unit bid prices or other contract amounts.
In some cases, however, state retail sales tax will not be included. Section 1-07.2(3) describes this
exception.
The Contracting Agency 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 Contracting Agency may deduct from its payments to the
Contractor any amount the Contractor may owe the Washington State Department of Revenue,
whether the amount owed relates to this contract or not. Any amount so deducted will be paid into
the proper state fund.
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• 1-07.2(2) State Sales Tax—Rule 171
WAC 458-20-171, and its related rules, apply to building,repairing, or 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 part of the street or road drainage system, and power lines when
such are part of the roadway lighting system. For work performed in such cases, the Contractor shall
include Washington State Retail Sales Taxes 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.
in.
1-07.2(3) State Sales Tax—Rule 170
WAC 458-20-170, and its related rules, applies to the constructing and repairing 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 such 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 a street or road lighting system; and installing or attaching of any article of tangible
personal property in or to real property, whether or not such personal property becomes a part of the
realty by virtue of installation.
aw
For work performed in such cases,the Contractor shall collect from the Contracting Agency,retail
sales tax on the full contract price. The Contracting Agency 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
4M the unit bid item prices, or in any other contract amount subject to Rule 170, with the following
exception.
No Exception: The Contracting Agency 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 Contracting Agency on any contract wholly
for professional or other services (as defined in Washington State Department of Revenue Rules 138
and 244).
1-07.6 Permits and Licenses
Section 1-07.6 is supplemented as follows:
The permits, easements, and right of entry documents that have been acquired are available for
inspection and review.
Contractor shall be required to comply with all conditions of the permits, easements, and rights of
entry, at no additional cost to Owner. Contractor is required to indemnify Owner from claims on all
easements and rights of entry.
vrr
All other permits, licenses, etc., shall be the responsibility of Contractor. Contractor shall comply
with the special provisions and requirements of each.
25
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Permits, permission under franchises, licenses and bonds of a temporary nature necessary for and
during the prosecution of the work, and inspection fees in connection therewith shall be secured and
paid for by Contractor. If Owner is required to secure such permits, permission under franchises,
licenses and bonds, and pay the fees, the costs incurred by Owner thereby shall be charged against
Contractor and deducted from any funds otherwise due Contractor.
1-07.9 Wages go
1-07.9(5) Required Documents
Delete the first sentence of the third paragraph, and replace it with the following:
(******)
Contractor must submit weekly-certified payrolls for the Contractor and all subcontractors and lower
tier subcontractors,regardless of project's funding source.
1-07.11 Requirements for Non-Discrimination
1-07.11(11) City of Renton Affidavit of Compliance .r
Section 1-07.11(11)is new:
Each Contractor, Subcontractor, Consultant, and or Supplier shall complete and submit a copy of the
"City of Renton Fair Practices Policy Affidavit of Compliance". A copy of this document will be
bound in the bid documents.
1-07.12 Federal Agency Inspection
Section 1-07.12 is supplemented with the following:
Required Federal Aid Provisions
The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the
amendments thereto supersede any conflicting provisions of the Standard Specifications and are made
a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as amended,
are less restrictive than Washington State Law, then the Washington State Law shall prevail.
wig
The provisions of FHWA 1273, as amended, included in this contract require that the Contractor
insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates
which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract
requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier
subcontracts, together with the wage rates. The Contractor shall also ensure that this Section,
REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and
lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will
be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates,
and this Special Provision.
1-07.13 Contractor's Responsibility for Work
1-07.13(1) General
Section 1-07.13(1)is supplemented as follows:
During unfavorable weather and other conditions, the Contractor shall pursue only such portions of
the work as shall not be damaged thereby.
No portion of the work whose satisfactory quality or efficiency will be affected by unfavorable
conditions shall be constructed while these conditions exist, unless by special means or precautions
acceptable to the Engineer,the Contractor shall be able to overcome them.
1-07.15 Temporary Water Pollution/Erosion Control so
Delete the first paragraph, and replace it with the following:
(******)
26
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+■+ In an effort to prevent, control, and stop water pollution and erosion within the project, thereby
protecting the work, nearby land, streams, and other bodies of water, the Contractor shall perform all
work in strict accordance with all federal, state, and local laws and regulations governing waters of
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the State, as well as permits acquired for the project.
1-07.16 Protection and Restoration of Property
1-07.16(1) Private/Public Property
Section 1-07.16(1) is supplemented by adding the following:
The Contracting Agency will obtain all easements and franchises required for the project. The
w Contractor shall limit his operation to the areas obtained and shall not trespass on private property.
The Contracting Agency may provide certain lands, as indicated in connection with the work under
the Contract together with the right of access to such lands. The Contractor shall not unreasonably
encumber the premises with his equipment or materials.
The Contractor shall provide, with no liability to the Contracting Agency, any additional land and
access thereto not shown or described that may be required for temporary construction facilities or
storage of materials. He shall construct all access roads, detour roads, or other temporary work as
required by his operations. The Contractor shall confine his equipment, storage of material, and
operation of his workers to those areas shown and described and such additional areas as he may
wr provide.
A. General. All construction work under this contract on easements, right-of-way, over private
property or franchise, shall be confined to the limits of such easements,right-of-way or franchise. All
work shall be accomplished so as to cause the least amount of disturbance and a minimum amount of
damage. The Contractor shall schedule his work so that trenches across easements shall not be left
open during weekends or holidays and trenches shall not be open for more than 48 hours.
B. Structures. The Contractor shall remove such existing structures as may be necessary for
the performance of the work and, if required, shall rebuild the structures thus removed in as good a
condition as found. He shall also repair all existing structures that may be damaged as a result of the
a�. work under this contract.
C. Easements, cultivated areas and other surface improvements. All cultivated areas, either
agricultural or lawns, and other surface improvements which are damaged by actions of the
Contractor shall be restored as nearly as possible to their original condition.
Prior to excavation on an easement or private right-of-way,the Contractor shall strip topsoil from the
trench or construction area and stockpile it in such a manner that it may be replaced by him, upon
r. completion of construction. Ornamental trees and shrubbery shall be carefully removed with the
earth surrounding their roots wrapped in burlap and replanted in their original positions within 48
hours.
.r All shrubbery or trees destroyed or damaged, shall be replaced by the Contractor with material of
equal quality at no additional cost to the Contracting Agency. In the event that it is necessary to
trench through any lawn area,the sod shall be carefully cut and rolled and replaced after the trenches
have been backfilled. The lawn area shall be cleaned by sweeping or other means, of all earth and
debris.
The Contractor shall use rubber wheel equipment similar to the small tractor-type backhoes used by
side sewer contractors for all work, including excavation and backfill, on easements or rights-of-way,
which have lawn areas. All fences,markers,mailboxes, or other temporary obstacles shall be
removed by the Contractor and immediately replace, after the trench is backfilled, in their original
position. The Contractor shall notify the Contracting Agency and property Owner at least 24 hours in
+r advance of any work done on easements or rights-of-way.
Damage to existing structures outside of easement areas that may result from dewatering and/or other
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construction activity under this contract shall be restored to their original condition or better. The so
original condition shall be established by photographs taken and/or inspection made prior to
construction. All such work shall be done to the satisfaction of the property Owners and the
Contracting Agency at the expense of the Contractor.
D. Streets. The Contractor will assume all responsibility of restoration of the surface of all
streets (traveled ways)used by him if damaged.
In the event the Contractor does not have labor or material immediately available to make necessary
repairs, the Contractor shall so inform the Contracting Agency. The Contracting Agency will make
the necessary repairs and the cost of such repairs shall be paid by the Contractor.
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The Contractor is responsible for identifying and documenting any damage that is pre-existing or
caused by others. Restoration of excavation in City streets shall be done in accordance with the City
of Renton Trench Restoration Requirements, which is available at the Public Works Department
Customer Services counter on the 6th floor,Renton City Hall, 1055 South Grady Way.
1-07.17 Utilities and Similar Facilities
Section 1-07.17 is supplemented by adding:
Existing utilities indicated in the Plans have been plotted from the best information available to
Engineer. Information and data shown or indicated in the Contract Documents with respect to
existing underground utilities or services at or contiguous to the project site are based on information
and data furnished to Owner and Engineer by owners of such underground facilities or others, and
Owner and Engineer do not assume responsibility for the accuracy or completeness thereof. It is to
be understood that other aboveground or underground facilities not shown in the Plans may be
encountered during the course of the work.
All utility valves,manholes,vaults, or pull boxes which are buried shall be conspicuously marked in a
fashion acceptable to the Owner and Engineer by the Contractor to allow their location to be
determined by the Engineer or utility personnel under adverse conditions, (inclement weather or
darkness).
Where underground main distribution conduits, such as water, gas, sewer, electric power, or .r
telephone, are shown on the Plans, the Contractor, for the purpose of preparing his bid, shall assume
that every property parcel will be served by a service connection for each type of utility.
Contractor shall check with the utility companies concerning any possible conflict prior to
commencing excavation in any area. Contractor shall resolve all crossing and clearance problems
with the utility company concerned. No excavation shall begin until all known facilities, in the
vicinity of the excavation area,have been located and marked.
In addition to Contractor having all utilities field marked before starting work, Contractor shall have
all utilities field marked after they are relocated in conjunction with this project.
Call Before You Dig
The 48-Hour Locators
1-800-424-5555
At least 2 and not more than 10 working days prior to commencing any excavations for utility
potholing or for any other purpose under this Contract, Contractor shall notify the Underground
Utilities Location Center by telephone of the planned excavation and progress schedule. Contractor is
also warned that there may be utilities on the project that are not part of the One Call system. They
must be contacted directly by Contractor for locations.
Contractor shall make arrangements 48 hours in advance with respective utility owners to have a
representative present when their utility is exposed or modified, if the utility chooses to do so.
28
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Existing utilities for telephone, power, gas, water, and television cable facilities shall be adjusted or
relocated by the appropriate utility company unless otherwise noted in the Plans. These adjustments
may be completed before Contractor begins work, or may be performed in conjunction with the
Contract work. Contractor shall be entirely responsible for coordination with the utility companies
and arranging for the movement or adjustment, either temporary or permanent, of their facilities
within the project limits. See also Section 1-05.14 of these Special Provisions.
If or when utility conflicts occur, Contractor shall continue the construction process on other aspects
of the project whenever possible. No additional compensation will be made to Contractor for reason
of delay caused by the actions of any utility company, and Contractor shall consider such costs to be
incidental to the other items of the Contract.
+r
Utility Potholing
Potholing may be included as a bid item for use in determining the location of existing utilities in
advance of the Contractor's operations. If potholing is not included as a bid item then it shall be
considered incidental to other work. The Contractor shall submit all potholing requests to the
Engineer for approval, at least 2 working days before potholing is scheduled. Additionally, the
Contractor shall provide potholing at Engineer's request.
In no way shall the work described under Utility Potholing relieve Contractor of any of the
responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions,
and elsewhere in the Contract Documents.
1-07.17(1) Interruption of Services
Section 1-07.17(1) is a new section:
Whenever in the course of the construction operation it becomes necessary to cause an outage of
utilities, it shall be Contractor's responsibility to notify the affected users and Engineer not less than
48 hours in advance of such outage. Contractor shall make reasonable effort to minimize the duration
�r of outages, and shall estimate the length of time service will be interrupted and so notify the users. In
the case of any utility outage that has exceeded or will exceed four hours, user contact shall again be
made. Temporary service, if needed,will be arranged by Contractor at no cost to Owner.
r Overhead lighting outages shall not exceed 24 hours. All cost to Contractor for providing temporary
overhead lighting to meet above requirements shall be incidental to the various unit and Lump sum
items of the Contract; no separate payment will be made.
1-07.18 Public Liability and Property Damage Insurance
Section 1-07.18 is deleted replaced by the following new section and subsections:
1-07.18(1) General
The Contractor shall obtain and maintain in full force and effect, from the Contract Execution
Date to the Completion Date, public liability and property damage insurance with an insurance
company(ies) or through sources approved by the State Insurance Commissioner pursuant to
.. RCW 48.
The Contractor shall not begin work under the Contract until the required insurance has been
obtained and approved by the Contracting Agency. Insurance shall provide coverage to the
Nib Contractor, all subcontractors, Contracting Agency and the Contracting Agency's consultant. The
coverage shall protect against claims for bodily injuries, personal injuries, including accidental
death, as well as claims for property damages which may arise from any act or omission of the
„x„ Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them.
If warranted work is required the Contractor shall provide the City proof that insurance coverage
and limits established under the term of the Contract for work are in full force and effect during
am the period of warranty work.
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The Contracting Agency may request a copy of the actual declaration pages(s) for each insurance
policy effecting coverage(s) required on the Contract prior to the date work commences. Failure
of the Contractor to fully comply during the term of the Contract with the requirements
described herein will be considered a material breach of contract and shall be caused for
immediate termination of the Contract at the option of the Contracting Agency.
All costs for insurance shall be incidental to and included in the unit or Lump sum prices of the
contract and no additional payment will be made.
1-07.18(2) Coverages
As part of the response to this proposal, the Contractor shall submit a completed City of Renton
Insurance Information form, which details specific coverage and limits for this contract.
All coverage provided by the Contractor shall be in a form and underwritten by a company
acceptable to the Contracting Agency. The City requires that all insurers:
1. Be licensed to do business within the State of Washington.
2. Coverage to be on an "occurrence" basis (Professional Liability and Pollution
coverage are acceptable when written on a claims-made basis). The City may also
require proof of professional liability coverage be provided for up to two (2) years
after the completion of the project.
3. The City may request a copy of the actual declaration page(s) for each insurance
policy affecting coverage(s) required by the Contract prior to the date work
commences.
4. Possess a minimum A.M. best rating of AVII (A rating of A XII or better is preferred.)
If any insurance carrier possesses a rating of less than AVII, the City may make an
exception.
The City reserves the right to approve the security of the insurance coverage provided by the
insurance company(ies), terms, conditions, and the Certificate of Insurance. Failure of the
Contractor to fully comply during the term of the Contract with these requirements will be
considered a material breach of contract and shall be cause for immediate termination of the
contract at the option of the City.
The Contractor shall obtain and maintain the minimum insurance coverage set forth below. By
requiring such minimum insurance, the City of Renton shall not be deemed or construed to have
assessed the risks that may be applicable to the Contractor. The Contractor shall assess its own
risks and if it deems appropriate and/or prudent,maintain higher limits and/or broader coverage.
Coverage shall include:
A. Commercial General Liability - ISO 1993 Form or equivalent. Coverage will be
written on an occurrence basis and include:
• Premises and Operations (including CG2503; General Aggregate to apply per
project, if applicable)
• Explosion, Collapse, and Underground Hazards.
• Products/Completed Operations go
• Contractual Liability (including Amendatory Endorsement CG 0043 or
equivalent which includes defense coverage assumed under contract)
• Broad Form Property Damage
• Independent Contractors
• Personal/Advertising Injury
• Stop Gap Liability
B. Automobile Liability including all
• Owned Vehicles
• Non-Owned Vehicles
• Hired Vehicles
C. Workers' Compensation
• Statutory Benefits(Coverage A) -Show Washington Labor&Industries Number
D. Umbrella Liability(when necessary)
30
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ON Excess of Commercial General Liability and Automobile Liability. Coverage
should be as broad as primary.
E. Professional Liability - (whenever the work under this Contract includes Professional
Liability, (i.e. architectural, engineering, advertising, or computer programming) the
Contractor shall maintain professional liability covering wrongful acts, errors and/or
omissions of the Contractor for damage sustained by reason of or in the course of
operations under this Contract.
,,w F. The Contracting Agency reserves the right to request and/or require additional
coverages as may be appropriate based on work performed(i.e.pollution liability).
Contractor shall name City of Renton, and its officers, officials, agents, employees and
volunteers as Additional Insured (ISO Form CG 2010 or equivalent). The Contractor shall
provide City of Renton Certificates of Insurance prior to commencement of work. The City
reserves the right to request copies of insurance policies, if at their sole discretion it is deemed
appropriate. Further, all policies of insurance described above shall:
A. Be on a primary basis not contributory with any other insurance coverage and/or self-
insurance carried by City of Renton.
B. Include a Waiver of Subrogation Clause.
C. Severability of Interest Clause (Cross Liability)
D. Policy may not be non-renewed, canceled or materially changed or altered unless forty-
five (45) days prior written notice is provided to City of Renton. Notification shall be
provided to City of Renton by certified mail.
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1-07.18(3) Limits
LIMITS REQUIRED
Providing coverage in these stated amounts shall not be construed to relieve the Contractor from
liability in excess of such limits. The Contractor shall carry the following limits of liability as
required below:
Commercial General Liability
General Aggregate* $2,000,000 **
Products/Completed Operations $2,000,000 **
Aggregate
�. Each Occurrence Limit $1,000,000
Personal/Advertising Injury $1,000,000
Fire Damage(Any One Fire) $50,000
Medical Payments (Any One $5,000
Person)
Stop Gap Liability $1,000,000
* General Aggregate to apply per project
(ISO Form CG2503 or equivalent)
**Amount may vary based on project risk
Automobile Liability
Bodily Injury/Property Damage $1,000,000
r (Each Accident)
Workers' Compensation
Statutory Benefits-Coverage A Variable
(Show Washington Labor and Industries Number)
Umbrella Liability
Each Occurrence Limit $1,000,000
General Aggregate Limit $1,000,000
Products/Completed Operations $1,000,000
Aggregate
Professional Liability(If
required)
wo Each Occurrence/ $1,000,000
Incident/Claim
Aggregate $2,000,000
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Pollution Liability (If required)
The City may require the Contractor to keep professional liability coverage in effect for up to
two (2)years after completion of the project.
The Contractor shall promptly advise the City of Renton in writing in the event any general
aggregate or other aggregate limits are reduced. At their own expense, the Contractor will
reinstate the aggregate to comply with the minimum limits and requirements as stated in Section
1-07.18(3) and shall furnish the City of Renton a new Certificate of Insurance showing such
coverage is in force.
1-07.18(4) Evidence of Insurance:
Within 20 days of award of the Contract, the Contractor shall provide evidence of insurance by M
submitting to the Contracting Agency the following:
1. City of Renton Insurance Information Form(attached herein)without modification.
2. Certificate of Insurance (Accord Form 25s or equivalent) conforming to items as
specified in Sections 1-07.18(1), 1-07.18(2), and 1-07.18(3) as revised above. Other 60
requirements are as follows:
A. Strike the following or similar wording: "This Certificate is issued as a matter of
information only and confers no rights upon the Certificate Holder".
B. Strike the wording regarding cancellation notification to the City: "Failure to
mail such notice shall impose no obligation or liability of any kind upon the
company, its agents or representatives".
C. Amend the cancellation clause to state: "Policy may not be non-renewed,
canceled or materially changed or altered unless 45 days prior written notice is
provided to the City". Notification shall be provided to the City by certified mail.
For Professional Liability coverage only, instead of the cancellation language specified
above, the City will accept a written agreement that the consultant's broker will provide
the required notification.
1-07.22 Use of Explosives
Section 1-07.22 is supplemented by the following: +
Explosives shall not be used without specific authority of the Engineer, and then only under such
restrictions as may be required by the proper authorities. Explosives shall be handled and used in
strict compliance with WAC 296-52 and such local laws, rules and regulations that may apply. The
individual in charge of the blasting shall have a current Washington State Blaster Users License.
The Contractor shall obtain, comply with, and pay for such permits and costs as are necessary in
conjunction with blasting operations.
1-07.23 Public Convenience and Safety
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to 1-07.23(1) Construction Under Traffic
Revise the second paragraph to read:
00
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, driveways, and 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
to 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 Contracting Agency's expense. The
Contractor shall also maintain roads, streets, sidewalks, driveways, and paths adjacent to the project
rr limits when affected by the Contractor's operations. Snow and ice control will be performed by the
Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the Contracting
Agency's expense. The Contractor shall perform the following:
+ r
1. Remove or repair any condition resulting from the work that might impede traffic or create a
hazard.
+wr
2. Keep existing traffic signal and highway lighting systems in operation as the work proceeds.
(The Contracting Agency will continue the route maintenance on such system.)
3. Maintain the striping on the roadway at the Contracting Agency's expense. The Contractor shall
be responsible for scheduling when to renew striping, subject to the approval of the Engineer.
When the scope of the project does not require work on the roadway,the Contracting Agency will
V. be responsible for maintaining the striping.
4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's
40 expense, except those damaged due to the Contractor's operations.
5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage
00 structures will be at the Contracting Agency's expense when approved by the Engineer, except
when flow is impaired due to the Contractor's operations.
Section 1-07.23(1)is supplemented by adding the following:
gr (******)
The Contractor shall be responsible for controlling dust and mud within the project limits and on any
street, which is utilized by his equipment for the duration of the project. The Contractor shall be
Yw prepared to use watering trucks,power sweepers, and other pieces of equipment as deemed necessary
by the Engineer, to avoid creating a nuisance.
Dust and mud control shall be considered as incidental to the project, and no compensation will be
go made for this section.
Complaints of dust, mud, or unsafe practices and/or property damage to private Ownership will be
transmitted to the Contractor and prompt action in correcting them will be required by the Contractor.
Contractor shall maintain the roads during construction in a suitable condition to minimize affects to
vehicular and pedestrian traffic. All cost to maintain the roads shall be borne by Contractor.
At least one-way traffic shall be maintained on all cross-streets within the project limits during
working hours. One lane shall be provided in each direction for all streets during non-working hours.
`w Contractor shall provide one drivable roadway lane and maintain convenient access for local and
commuter traffic to driveways,businesses, and buildings along the line of work throughout the course
of the project. Such access shall be maintained as near as possible to that which existed prior to the
33
it
commencement of construction. This restriction shall not apply to the paving portion of the
construction process.
Contractor shall notify and coordinate with all property owners and tenants of street closures, or other
restrictions which may interfere with their access—at least 24 hours in advance for single-family
residential property, and at least 48 hours in advance for apartments, offices, and commercial
property. Contractor shall give a copy of all notices to Engineer.
When the abutting owners'access across the right-of-way line is to be eliminated and replaced under
the Contract by other access, the existing access shall not be closed until the replacement access
facility is available.
err
All unattended excavations shall be properly barricaded and covered at all times. Contractor shall not
open any trenches that cannot be completed and refilled that same day. Trenches shall be patched or
covered by a temporary steel plate, at Contractor's expense, except in areas where the roadway
remains closed to public traffic. Steel plates must be anchored.
1-07.23(2) Construction and Maintenance of Detours
(******) .r
Revise the first paragraph to read:
Unless otherwise approved, the Contractor shall maintain two-way traffic during construction. The
Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when no longer
needed:
1. Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge,
sidewalk, driveway, or path during construction,
2. Detour crossings of intersecting highway, and
3. Temporary approaches.
+rr
1-07.24 Rights-of-Way
Delete this section in its entirety, and replace it with the following:
(******)
Street right-of-way lines, limits of easements, and limits of construction permits are indicated on the
Drawings. The Contractor's construction activities shall be confined within these limits unless
arrangements for use of private property are made.
Generally, the Contracting Agency will have obtained, prior to bid opening, all rights-of-way and
easements, both permanent and temporary, necessary for carrying out the completion of the work.
Exceptions to this are noted in the Contract Documents or brought to the Contractor's attention by a No
duly issued addendum.
Whenever any of the work is accomplished on or through property other than public right-of-way, the
Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained w
by the Contracting Agency from the owner of the private property. Copies of the easement
agreements are included in the Contract Provisions or made available to the Contractor as soon as
practical after they have been obtained buy the Engineer.
r
Whenever easements or rights-of-entry have not been acquired prior to advertising, these areas are so
noted on the Drawings. 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 had been received.
If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining
easements,rights of entry of right-of-way, the Contractor will be entitled to an extension of time. The
Contractor agrees that such delay shall not be a breach of contract.
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34
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40 Each property owner shall be given 48 hours notice prior to entry by the Contactor. This includes
entry onto easements and private property where private improvements must be adjusted.
r The Contractor shall be responsible for providing, without expense or liability of the Contracting
Agency, any additional land and access thereto that the Contractor may desire for temporary
construction facilities, storage of materials, or other Contractor needs. However, before using any
private property, whether adjoining the work or not, the Contractor shall file with the Engineer a
ow written permission of the private property owner, and, upon vacating the premises, a written release
from the property owner of each property disturbed or otherwise interfered with by reasons of
construction pursued under this Contract. The statement shall be signed by the private property
owner, or proper authority acting for the owner of the private property affected, stating that
No permission has been granted to use the property and all necessary permits have been obtained or, in
the case of a release, that the restoration of the property has been satisfactorily accomplished. The
statement shall include the parcel number, address and date of signature. Written releases must be
filed with the Engineer before the Completion Date will be established.
1-08 PROSECUTION AND PROGRESS
1-08.0 Preliminary Matters
Section 1-08.0 is a new section with subsection:
rr
1-08.0(1) Preconstruction Conference
Section 1-08.0(1)is a new subsection:
�++ The Engineer will furnish the Contractor with up to 5 copies of the Contract Documents. Additional
documents may be furnished upon request at the cost of reproduction. Prior to undertaking each part
of the work the Contractor shall carefully study and compare the Contract Documents, and check and
verify pertinent figures shown therein and all applicable field measurements. The Contractor shall
promptly report in writing to the Engineer any conflict, error or discrepancy, which the Contractor
may discover.
After the Contract has been executed, but prior to the Contractor beginning the work, a
preconstruction conference will be held between the Contractor, the Engineer and such other
interested parties as may be invited.
• The Contractor shall prepare and submit at the preconstruction meeting:
4 Contractor's plan of operation and progress schedule (3+copies)
+ Approval of qualified subcontractors (bring list of subcontractors if different from list
submitted with bid)
4 List of materials fabricated or manufactured off the project
4 Material sources on the project
4 Names of principal suppliers
4 Detailed equipment list, including "Rental Rate Blue Book" hourly costs (both
working and standby rates)
4 Weighted wage rates for all employee classifications anticipated to be used on Project
+ Cost percentage breakdown for lump sum bid item(s)
4r 4 Shop Drawings (bring preliminary list)
4 Traffic Control Plans(3+copies)
4 Temporary Water Pollution/Erosion Control Plan
In addition,the Contractor shall be prepared to address:
Bonds and insurance
Project meetings—schedule and responsibilities
Provision for inspection for materials from outside sources
Responsibility for locating utilities
Responsibility for damage
Time schedule for relocations, if by other than Contractor
+rr
35
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Compliance with Contract Documents
Acceptance and approval of work
Labor compliance, payrolls, and certifications
Safety regulations for Contractors'and Owner's employees and representatives
Suspension of work, time extensions
Change order procedures
Progress estimates,procedures for payment
Special requirements of funding agencies •►
Construction engineering, advance notice of special work
Any interpretation of the Contract Documents requested by Contractor
Any conflicts or omissions in Contract Documents
Any other problems or questions concerning the work 4W
Processing and administration of public complaints
Easements and rights-of-entry
Other contracts
The franchise utilities may be present at the preconstruction conference, and Contractor should be
prepared for their review and discussion of progress schedule and coordination.
1-08.0(2) Hours of Work
Section 1-08.0(2)is a new subsection:
No
Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal
straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00
a.m. and 6:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day work week.
The normal straight time 8-hour working period for the Contract shall be established at the
preconstruction conference or prior to the Contractor commencing the 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
such times. Permission to work longer than an 8-hour period between 7:00 a.m. an 6:00 p.m. is not
required. Such requests shall be submitted to the Engineer no later than noon on the working day
prior to the day for which the Contractor is requesting permission to work. +
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 7:00 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 Contracting Agency's noise control regulations or complaints are received
from the public or adjoining property owners regarding the noise from the Contractor's operations.
The Contractor shall have no claim for damages or delays should such permission be revoked for
these reasons.
Permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time
working hours Monday through Friday may be given subject to certain other conditions set forth by
the Contracting Agency or Engineer. These conditions may include but are not limited to: requiring
the Engineer or such assistants as the Engineer may deem necessary to be present during the work;
requiring the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid
Contracting Agency employees who worked during such times; considering the work performed on
Saturday and holiday as working day with regards to the Contract Time; and considering multiple
work shifts as multiple working days with respect to Contract Time even though the multiple shifts
occur in a single 24-hour period. Assistants may include, but are not limited to, survey crews;
personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting
Agency employees when in the opinion of the Engineer such work necessitates their presence.
NO
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36
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1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees
Section 1-08.0(3)is a new subsection:
Where the Contractor elects to work on a Saturday, Sunday, or other holiday, or longer than an 8-hour
work shift on a regular working day, as defined in the Standard Specifications, such work shall be
considered as overtime work. On all such overtime work an inspector will be present, and a survey
crew may be required at the discretion of the Engineer. The Contractor shall reimburse the
r. Contracting Agency for the full amount of the straight time plus overtime costs for employees of the
Contracting Agency required to work overtime hours.
The Contractor by these Specifications does hereby authorize the Engineer to deduct such costs from
the amount due or to become due the Contractor.
1-08.1 Subcontracting
.r
Revise the second paragraph to read:
The Contractor shall not subcontract work unless the Engineer approves in writing. Each request to
subcontract shall be on the form the Engineer provides. If the Engineer requests, the Contractor shall
provide proof that subcontractor has the experience, ability, and equipment the work requires. The
Contractor shall require each subcontractor to comply with Section 1-07.9 and to furnish all
certificates and statements required by the Contract. The Contractor shall require each subcontractor
of every tier to meet the responsibility criteria stated in RCW 39.06, and shall include these
requirements in every subcontract of every tier.
Section 1-08.1 is supplemented as follows:
Written requests for change in subcontractors shall be submitted by Contractor to Engineer at least 7
calendar days prior to start of a subcontractor's work.
Contractor agrees that he/she is fully responsible to the Owner for the acts and omissions of all
subcontractors and lower-tier subcontractors, and persons either directly or indirectly employed by
the subcontractors, as well as for the acts and omissions of persons directly employed by Contractor.
Contractor shall be required to give personal attention to the work that is sublet. Nothing contained in
++■ the Contract Documents shall create any contractual relation between any subcontractor and Owner.
Contractor shall be responsible for making sure all subcontractors submit all required documentation,
err
forms, etc.
1-08.2 Assignment
The second paragraph of Section 1-08.2 is modified as follows:
Contractor shall not assign any moneys due or to become due to Contractor hereunder without the
prior written consent of Owner. The assignment, if approved, shall be subject to all setoffs,
withholdings, and deductions required by law and the Contract.
1-08.3 Progress Schedule
Section 1-08.3 is supplemented as follows:
The progress schedule for the entire project shall be submitted 7 calendar days prior to the
Preconstruction Conference. The schedule shall be prepared using the critical path method (CPM),
preferably using Microsoft Project or equivalent software. The schedule shall contain this
information, at a minimum:
1. Construction activities, in sufficient detail that all activities necessary to construct a complete
and functional project are considered. Any activity that has a scheduled duration exceeding 30
calendar days shall be subdivided until no sub-element has a duration exceeding 30 calendar
ow days.
The schedule shall clearly indicate the activities that comprise the critical path. For each activity
not on the critical path,the schedule shall show the float, or slack,time.
37
2. Procurement of material and equipment.
3. Submittals requiring review by Engineer. Submittal by Contractor and review by Engineer shall
be shown as separate activities.
4. Work to be performed by a subcontractor, agent, or any third party.
5. Allowances for delays that could result from normal inclement weather (time extensions due to
inclement weather will not be allowed).
6. Allowances for the time required by utilities (Owner's and others) to locate, monitor, and adjust
their facilities as required. �►
Engineer may request Contractor to alter the progress schedule when deemed necessary in the opinion
of Engineer, in the interest of public safety and welfare of Owner, or for coordination with any other
activity of other contractors, the availability of all or portions of the job site, or special provisions of
this Contract, or to reasonably meet the completion date of the project. Contractor shall provide such
revised schedule within 10 days of request.
rr►
If, at any time, in the opinion of Engineer, the progress of construction falls significantly behind
schedule, Contractor may be required to submit a plan for regaining progress and a revised schedule
indicating how the remaining work items will be completed within the authorized contract time.
Contractor shall promptly report to Engineer any conditions that the Contractor feels will require
revision of the schedule and shall promptly submit proposed revisions in the progress schedule for
acceptance by Engineer. When such changes are accepted by Engineer, the revised schedule shall be
followed by Contractor.
Weekly Schedule. Contractor shall submit a weekly progress schedule to Engineer which sets forth
specific work to be performed the following week, and a tentative schedule for the second week.
Failure to Maintain Progress Schedule. Engineer will check actual progress of the work against the
progress schedule a minimum of two times per month. Failure, without just cause, to maintain
progress in accordance with the approved schedule shall constitute a breach of Contract. If, through at
no fault of Contractor, the proposed construction schedule cannot be met, Engineer will require
Contractor to submit a revised schedule to Engineer for acceptance. The approved revisions will
thereafter,in all respects, apply in lieu of the original schedule.
Failure of Contractor to follow the progress schedule submitted and accepted, including revisions
thereof, shall relieve Owner of any and all responsibility for furnishing and making available all or
any portion of the job site, and will relieve Owner of any responsibility for delays to Contractor in the
performance of the work.
The cost of preparing the progress schedule, any supplementary progress schedules, and weekly
schedules shall be considered incidental to the Contract and no other compensation shall be made.
1-08.4 Notice to Proceed and Prosecution of the Work
Section 1-08.4 is replaced with the following:
(******) 40
Notice to Proceed will be given after the Contract has been executed and the Contract bond and
evidence of insurances have been approved and filed by the Owner. 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 be prosecuted diligently, vigorously, and without unauthorized interruption
until physical completion of the work. There shall be no voluntary shutdowns or slowing of
operations by the Contractor without prior approval of the Engineer. Such approval shall not relieve .r
the Contractor from the contractual obligation to complete the work within the prescribed Contract
Time.
1-08.5 Time For Completion
The first five paragraphs of Section 1-08.5 are deleted and replaced with the following:
38
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The work shall be physically completed in its entirety within the time specified in the Contract
Documents or as extended by the Engineer. The Contract Time will be stated in "working days", shall
begin on the Notice To Proceed date, or the date identified in the Notice to Proceed as "the first
working day", and shall end on the Contract Completion date.
A nonworking day is defined as a Saturday, a Sunday, a day on which the Contract specifically
suspends work, or one of these holidays: January 1, third Monday of January, Memorial Day, July 4,
Labor Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. The
day before Christmas shall be a holiday when Christmas Day occurs on a Tuesday or Friday. The day
after Christmas shall be a holiday when Christmas Day occurs on a Monday,Wednesday, or Thursday.
When Christmas Day occurs on a Saturday, the two preceding working days shall be observed as
�r holidays. When Christmas day occurs on a Sunday, the two working days following shall be
observed as holidays. When holidays other than Christmas fall on a Saturday, the preceding Friday
will be counted as a non-working day and when they fall on a Sunday the following Monday will be
counted as a non-working day.The Contract Time has been established to allow for periods of normal
inclement weather that, from historical records, is to be expected during the Contract Time, and
during which periods, work is anticipated to be performed. Each successive working day, beginning
with the Notice to Proceed date and ending with the Physical Completion date, shall be charged to the
Contract Time as it occurs except a day, or part of a day, which is designated a nonworking day or an
Engineer determined unworkable day.
The Engineer will furnish the Contractor a weekly report showing (1) the number of working days
w. charged against the Contract Time for the preceding week; (2) the Contract Time in working days; (3)
the number of working days remaining in the Contract Time; (4)the number of nonworking days; and
(5) any partial or whole days the Engineer declared unworkable the previous week. This weekly
report will be correlated with the Contractor's current approved progress schedule. If the Contractor
elects to work 10 hours a day and 4 days a week (a 4-10 schedule), and the fifth day of the week in
which a 4-10 shift is worked would ordinarily be charged as a working day, then the fifth day of that
week will be charged as a working day whether or not the Contractor works on that day.
�. The Contractor will be allowed 10 calendar days from the date of each report in which to file a
written protest of an alleged discrepancy in the Contract Time as reported. Otherwise, the report will
be deemed to have been accepted by the Contractor as correct.
The requirements for scheduling the Final Inspection and establishing the Substantial Completion,
Physical Completion, and Completion Dates are specified in Sections 1-05.11 and 1-05.12.
Revise the seventh paragraph to read:
The Engineer will give the Contractor written notice of the completion date of the Contract after all
the Contractor's obligations under the Contract have been performed by the Contractor. The
following events must occur before the Completion Date can be established:
1. The physical work on the project must be complete; and
2. The Contractor must furnish all documentation required by the Contract and required by law, to
allow the Contracting Agency to process final acceptance of the Contract. The following
aw documents must be received by the Project Engineer prior to establishing a completion date:
a. Certified Payrolls(Federal-aid Projects)
b. Material Acceptance Certification Documents
c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of
Amounts Credited as DBE Participation, as required by the Contract Provisions.
w• d. FHWA 47 (Federal-aid Projects)
e. Final Contract Voucher Certification
f. Property owner releases per Section 1-07.24
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Section 1-08.5 is supplemented as follows:
Within 10 calendar days after execution of the Contract by the Contracting Agency, Contractor shall ,
provide the Contracting Agency with copies of purchase orders for all equipment items deemed
critical by the Contracting Agency, including but not limited to signal controller materials, lighting
standards, and signal standards required for the physical completion of the Contract. Such purchase
orders shall disclose the estimated delivery dates for the equipment. +rr
All items of work that can be performed without delivery of the critical items shall start and be
completed as soon as possible. At that time, Engineer may suspend the work upon request of
Contractor until the critical items are delivered to Contractor, if the Contracting Agency received a '
purchase order within 10 calendar days after execution of the Contract by the Contracting Agency.
Contractor will be entitled to only one such suspension of time during the performance of the work No
and during such suspension shall not perform any additional work on the project. Upon delivery of
the critical items, contract time will resume and continue to be charged in accordance with Section 1-
08.
1-08.6 Suspension of Work
Section 1-08.6 is supplemented as follows:
Owner may at any time suspend the work, or any part thereof, by giving notice to Contractor in
writing. The work shall be resumed by Contractor within 14 calendar days after the date fixed in the
written notice from Owner to Contractor to do so.
Contractor shall not suspend work under the Contract without the written order of Owner.
If it has been determined that Contractor is entitled to an extension of time, the amount of such
extension shall be only to compensate for direct delays, and shall be based upon Contractor's so
diligently pursuing the work at a rate not less than that which would have been necessary to complete
the original Contract Work on time.
1-08.7 Maintenance During Suspension
Revise the second paragraph to read:
At no expense to the Contracting Agency, the Contractor shall provide through the construction area a
safe, smooth, and unobstructed roadway, sidewalk, driveway, and path for public use during
suspension (as required in Section 1-07.23 or the Special Provisions). This may include a temporary
road or detour.
1-08.9 Liquidated Damages
Section 1-08.9 is supplemented as follows:
In addition, Contractor shall compensate Owner for actual engineering inspection and supervision
costs and any other expenses and legal fees incurred by Owner as a result of such delay. Such labor
costs will be billed to Contractor at actual costs, including administrative overhead costs.
In the event that Owner is required to commence any lawsuit in order to enforce any provision of this
Contract or to seek redress for any breach thereof, Owner shall be entitled to recover its costs,
including reasonable attorneys fees, from Contractor.
1-08.11 Contractor's Plant and Equipment
Section 1-08.11 is a new Section:
The Contractor alone shall at all times be responsible for the adequacy, efficiency, and sufficiency of
his and his subcontractor's plant and equipment. The Owner shall have the right to make use of the
Contractor's plant and equipment in the performance of any work on the site of the work.
.w
40
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The use by the Owner of such plant and equipment shall be considered as extra work and paid for
accordingly.
Neither the Owner nor the Engineer assumes any responsibility, at any time, for the security of the
site from the time Contractor's operations have commenced until final acceptance of the work by the
Engineer and the Owner. The Contractor shall employ such measures as additional fencing,
barricades, and watchmen service, as he deems necessary for the public safety and for the protection
of the site and his plant and equipment. The Owner will be provided keys for all fenced, secured
areas.
+w 1-08.12 Attention to Work
Section 1-08.12 is a new section:
The Contractor shall give his personal attention to and shall supervise the work to the end that it shall
"` be prosecuted faithfully, and when he is not personally present on the work site, he shall at all times
be represented by a competent superintendent who shall have full authority to execute the same, and
to supply materials, tools, and labor without delay, and who shall be the legal representative of the
m, Contractor. The Contractor shall be liable for the faithful observance of any instructions delivered to
him or to his authorized representative.
1-09 MEASUREMENT AND PAYMENT
.r
1-09.1 Measurement of Quantities
Section 1-09.1 is supplemented by adding the following:
Lump Sum. The percentage of lump sum work completed, and payment will be based on the cost
percentage breakdown of the lump sum bid price(s) submitted at the preconstruction conference.
so
The Contractor shall submit a breakdown of costs for each lump sum bid item. The breakdown shall
list the items included in the lump sum together with a unit price of labor, materials, and equipment
for each item. The summation of the detailed unit prices for each item shall add up to the lump sum
Ow bid. The unit price values may be used as a guideline for determining progress payments or
deductions or additions in payment for ordered work changes.
Cubic Yard Quantities. Contractor shall provide truck trip tickets for progress payments only in the
following manner. Where items are specified to be paid by the cubic yard, the following tally system
shall be used.
All trucks to be employed on this work will be measured to determine the volume of each truck.
Each truck shall be clearly numbered, to the satisfaction of Engineer, and there shall be no duplication
of numbers.
Duplicate tally tickets shall be prepared to accompany each truckload of material delivered on the
project. All tickets received that do not contain the following information will not be processed for
payment:
1 Truck number
2 Quantity and type of material delivered in cubic yards
3 Drivers name, date and time of delivery
4 Location of delivery,by street and stationing on each street
5 Place for Engineer to acknowledge receipt
6 Pay item number
7 Contract number and/or name
It will be Contractor's responsibility to see that a ticket is given to Engineer on the project for each
truckload of material delivered. Pay quantities will be prepared on the basis of said tally tickets.
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41
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Loads will be checked by Engineer to verify quantity shown on ticket.
Quantities by Ton. It will be Contractor's responsibility to see that a certified weight ticket is given to
the Inspector on the project at the time of delivery of materials for each truckload delivered. Pay
quantities will be prepared on the basis of said tally tickets, delivered to Inspector at time of delivery
of materials. Tickets not receipted by Inspector will not be honored for payment.
Each truck shall be clearly numbered to the satisfaction of Engineer and there shall be no duplication .rr
of numbers.
Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project.
All tickets received that do not contain the following information will not be processed for payment:
1. Truck number
2. Truck tare weight(stamped at source)
3. Gross truckload weight in tons (stamped at source)
4. Net load weight(stamped at source)
5. Driver's name, date, and time of delivery
6. Location for delivery by street and stationing on each street
7. Place for Engineer to acknowledge receipt
8. Pay item number
9. Contract number and/or name
1-09.3 Scope of Payment +rr
Section 1-09.3 is supplemented by adding the following:
The bid items listed in Section 1-09.14 will be the only items for which compensation will be made
for the work described in each section of the Standard Specifications when the Contractor performs No
the specified work. Should a bid item be listed in a "Payment" clause but not in the Proposal Form,
and work for that item is performed by the Contractor and the work is not stated as included in or
incidental to a pay item in the Contract and is not work that would be required to complete the intent
of the Contract per Section 1-04.1, then payment for that work will be made as for Extra Work
pursuant to a Change Order.
The words "Bid Item," "Contract Item," and "Pay Item," and similar terms used throughout the
Contract Documents are synonymous.
If the "payment' clause in the Specifications relating to any unit bid item price in the Proposal Form
requires that said unit bid item price cover and be considered compensation for certain work or
material essential to the item, then the work or material will not be measured or paid for under any
other unit bid item which may appear elsewhere in the Proposal Form or Specifications.
Pluralized unit bid items appearing in these Specifications are changed to singular form.
Payment for bid items listed or referenced in the "Payment" clause of any particular section of the
Specifications shall be considered as including all of the work required, specified, or described in that
particular section. Payment items will generally be listed generically in the Specifications, and
specifically in the bid form.When items are to be"furnished"under one payment item and"installed" -
under another payment item, such items shall be furnished FOB project site, or, if specified in the
Special Provisions, delivered to a designated site. Materials to be "furnished," or "furnished and
installed" under these conditions, shall be the responsibility of the Contractor with regard to storage
until such items are incorporated into the work or, if such items are not to be incorporated into the
work, delivered to the applicable Contracting Agency storage site when provided for in the
Specifications. Payment for material "furnished," but not yet incorporated into the work, may be
made on monthly estimates to the extent allowed.
1-09.6 Force Account
Section 1-09.6 is supplemented as follows:
42
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a*
WN Owner has estimated and included in the proposal, dollar amounts for all items to be paid per force
account, only to provide a common proposal for Bidders. All such dollar amounts are to become a
part of Contractor's total bid. However, the Owner does not warrant expressly or by implication that
• the actual amount of work will correspond with those estimates. Payment will be made on the basis
of the amount of work actually authorized by Engineer.
1-09.7 Mobilization
Section 1-09.7 is supplemented as follows:
Mobilization shall also include, but not be limited to, the following items: the movement of
Contractor's personnel, equipment, supplies, and incidentals to the project site; the establishment of
an office,buildings, and other facilities necessary for work on the project;providing sanitary facilities
for Contractor's personnel; and obtaining permits or licenses required to complete the project not
furnished by Owner.
This item shall also include providing Engineer and Inspectors with access to telephone, facsimile
machine, and copy machine during all hours Contractor is working on the jobsite; and a table and
chair for their use when needed.
Payment will be made for the following bid item(s):
"Mobilization&Demobilization,"Lump Sum.
1-09.9 Payments
Delete the third paragraph and replace it with the following:
Progress payments for completed work and material on hand will be based upon progress estimates
prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction
meeting.
aw
The initial progress estimate will be made not later than 30 days after the Contractor commences the
work, and successive progress estimates will be made every month thereafter until the Completion
06 Date. Progress estimates made during progress of the work are tentative, and made only for the
purpose of determining progress payment. The progress estimates are subject to change at any time
prior to the calculation of the final payment.
go
The value of the progress estimate will be the sum of the following:
1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work
to completed multiplied by the unit price.
2. Lump Sum Items in the Bid Form — the estimated percentage complete multiplied by the Bid
Forms amount for each lump sum item, or per the schedule of values for that item.
3. Materials on Hand— 100 percent of invoiced cost of material delivered to job site or other storage
area approved by the Engineer.
4. Change Orders — entitlement for approved extra cost or completed extra work as determined by
�.r the Engineer.
Progress payments will be made in accordance with the progress estimate less:
.ir
1. Retainage per Section 1-09.9(1);
2. The amount of Progress Payments previously made; and
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3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract
Documents.
43
+w+
Progress payments for work performed shall not be evidence of acceptable performance or an
admission by the Contracting Agency that any work has been satisfactorily completed.
Payments will be made by warrants, issued by the Contracting Agency's fiscal officer, against the
appropriate fund source for the project. Payments received on account of work performed by a
subcontractor are subject to the provisions of RCW 39.04.250.
Section 1-09.9 is supplemented as follows:
Applications for payment shall be itemized and supported to the extent required by Engineer by
receipts or other vouchers showing payment for materials and labor, payments to subcontractors, and
other such evidence of Contractor's right to payment as Engineer may direct.
Contractor shall submit a progress report with each monthly request for a progress payment. The
progress report shall indicate the estimated percent complete for each activity listed on the progress
schedule(see Section 1-08.3).
1-09.9(1) Retainage
Section 1-09.9(1)is supplemented as follows:
The retained amount shall be released as stated in the Standard Specifications if no claims have been
filed against such funds as provided by law, and if Owner has no unsatisfied claims against
Contractor. In the event claims are filed, Owner shall withhold, until such claims are satisfied, a sum
sufficient to satisfy all claims and to pay attorney's fees. In addition, Owner shall withhold such
amount as is required to satisfy any claims by Owner against Contractor, until such claims have been
finally settled.
Neither the final payment nor any part of the retained percentage shall become due until Contractor, if
requested, delivers to Owner a complete release of all liens arising out of this Contract, or receipts in
full in lieu thereof, and, if required in either case, an affidavit that so far as Contractor has knowledge
or information, the release and receipts include all labor and materials for which a lien could be filed:
but Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond
satisfactorily to Engineer to indemnify Owner against the lien. If any lien remains unsatisfied after all
payments are made, Contractor shall reimburse to Owner all monies that the latter may be compelled
to pay in discharging such lien, including all costs and reasonable engineer's and attorney's fees.
1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts '
Section 1-09.9(2)is a new section:
In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12 1
and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct
an amount from any payment or payments due the Contractor which, in the Engineer's opinion, may
be necessary to cover the Contracting Agency's costs for or to remedy the following situations:
1. Damage to another contractor when there is evidence thereof and a claim has been filed. 40
2. Where the Contractor has not paid fees or charges to public authorities of municipalities,
which the Contractor is obligated to pay.
3. Utilizing material tested and inspected by the Engineer, for purposes not connected with so
the Work(Section 1-05.6).
4. Landscape damage assessments per Section 1-07.16.
5. For overtime work performed by City personnel per Section 1-08.1(4).
6. Anticipated or actual failure of the Contractor to complete the work on time: .r
a. Per Section 1-08.9 Liquidated Damages; or
b. Lack of construction progress based upon the Engineer's review of the Contractor's
approved progress schedule, which indicates the work will not be complete within the
contract time.When calculating an anticipated time overrun,the Engineer will make
allowances for weather delays,approved unavoidable delays, and suspensions of the
Work.The amount withheld under this subparagraph will be based upon the
w
44
AW
+++ liquidated damages amount per day se forth in Contract Documents multiplied by the
number of days the Contractor's approved progress schedule, in the opinion of the
Engineer, indicates the Contract may exceed the Contract Time.
7. Failure of the Contractor to perform any of the Contractor's other obligations under the
Contract, including but not limited to:
a. Failure of the Contractor to provide the Engineer with a field office when required by
the Contract Provisions.
b. Failure of the Contractor to protect survey stakes,markers, etc., or to provide
adequate survey work as required by Section 1-05.5.
c. Failure of the Contractor to correct defective or unauthorized work(Section 1-05.8).
d. Failure of the Contractor to furnish a Manufacture's Certificate of Compliance in lieu
.1r of material testing and inspection as required by Section 1-06.3.
e. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct
underpayment to employees of the Contractor or subcontractor of any tier as required
by Section 1-07.9.
f. Failure of the Contractor to pay worker's benefits(Title 50 and Title 51 RCW) as
required by Section 1-07.10.
g. Failure of the Contractor to submit and obtain approval of a progress schedule per
Section 1-08.3.
The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as
have been withheld pursuant to this Section to a party or parties who are entitled to payment.
ww Disbursement of such funds, if the Engineer elects to do so will be made only after giving the
Contractor 15 calendar days prior written notice of the Contracting Agency's intent to do so, and
if prior to the expiration of the 15-calendar day period,
1. No legal action has commenced to resolve the validity of the claims, and
2. The Contractor has not protested such disbursement.
A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this
Section will be made. A payment made pursuant to this section shall be considered as payment
make under the terms and conditions of the Contract. The Contracting Agency shall not be liable
to the Contractor for such payment make in good faith.
1-09.9(3) Final Payment
Section 1-09.9(2)is a new section:
Upon Acceptance of the work by the Contracting Agency, the final amount to be paid the Contactor
will be calculated based upon a Final Progress Estimate made by the Engineer. Acceptance by the
Contractor of the final payment shall be and shall operate as a release:
+� 1. To the Contracting Agency of all claims and all liabilities of the Contractor, other than claims
in stated amounts as may be specifically excepted in writing by the Contractor;
2. For all things done or furnished in connection with the work;
.. 3. For every act and neglect by the Contracting Agency; and
4. For all other claims and liability relating to or arising out of the work.
A payment (monthly, final, retainage, or otherwise) shall not release the Contractor or the
wr Contractor's Surety from any obligation required under the terms of the Contract Documents or the
Contract Bond; nor shall such payment constitute a waiver of the Contracting Agency's ability to
investigate and act upon findings of non-compliance with the WMBE requirements of the Contract;
nor shall such payment preclude the Contracting Agency from recovering damages, setting penalties,
or obtaining such other remedies as may be permitted by law.
Before the work will be accepted by the Contracting Agency, the Contractor shall submit an affidavit,
on the form provided by the Engineer, of amounts paid to certified disadvantaged (DB), minority
(MBE) or women business enterprises (WBE) participating in the work. Such affidavit shall certify
the amounts paid to the DB,MBE or WBE subcontractors regardless of tier.
45
aw
On federally funded projects the Contractor may also be required to execute and furnish the
Contracting Agency an affidavit certifying that the Contractor has not extended any loans, gratuity or
gift and money pursuant to Section 1-07.19 of these Specifications.
If the Contractor fails,refuses, or is unable to sign and return the Final Progress Estimate or any other r>r
documents required for the final acceptance of the Contract,the Contracting Agency reserves the right
to establish a completion date and unilaterally accept the Contract. Unilateral acceptance will occur
only after the Contractor has been provided the opportunity, by written request from the Engineer, to
voluntarily submit such documents. If voluntary compliance is not achieved, formal notification of
the impending unilateral acceptance will be provided by certified letter from the Engineer to the
Contractor that will provide 30 calendar days for the Contractor to submit the necessary documents.
The 30-calendar day deadline shall begin on the date of the postmark of the certified letter from the
Engineer requesting the necessary documents. This reservation by the Contracting Agency to
unilaterally accept the Contract will apply to contracts that are completed in accordance with Section
1-08.5 for contracts that are terminated in accordance with Section 1-08.10. Unilateral acceptance of
the Contract by the Contracting Agency does not in any way relieve the Contractor of the provisions
under contract or of the responsibility to comply with all laws, ordinances, and federal, state, and
local regulations that affect the Contract. The date the Contracting Agency unilaterally signs the Final
Progress Estimate constitutes the final acceptance date(Section 1-05.12).
1-09.11 Disputes and Claims
1-09.11(2) Claims
Paragraph 5 is revised as follows:
Failure to submit with the Final Application for Payment such information and details as described in
this section for any claim shall operate as a waiver of the claims by the Contractor as provided in
Section 1-09.9.
1-09.11(3) Time Limitations and Jurisdiction
Paragraph 1, Sentence 1 is revised as follows:
...such claims or causes of action shall be brought in the Superior Court of the county where the work `3
is performed.
1-09.13 Claims and Resolutions
Y
1-09.13(3) Claims $250,000 or Less
Delete this Section and replace it with the following:
The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or
less, submitted in accordance with Section 1-09.11 and not resolved by nonbonding ADR processes, `
shall be resolved through litigation, unless the parties mutually agree in writing to resolve the claim
through binding arbitration.
1-09.13(3)A Administration of Arbitration
Revise the third paragraph to read:
The Contracting Agency and the Contractor mutually agree to be bound by the decision of the
arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior
Court of the county in which the Contracting Agency's headquarters are located. The decision of the
arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the
Contract as a basis for decisions.
1-09.13(3)B Procedures to Pursue Arbitration
Section 1-09.13(3)B is supplemented by adding:
(******)
The findings and decision of the board of arbitrators shall be final and binding on the parties, unless
the aggrieved party, within 10 days, challenges the findings and decision by serving and filing a
46
+ petition for review by the superior court of King County, Washington. The grounds for the petition
for review are limited to showing that the findings and decision:
1. Are not responsive to the questions submitted;
2. Is contrary to the terms of the contract or any component thereof;
3. Is arbitrary and/or is not based upon the applicable facts and the law controlling the issues
submitted to arbitration. The board of arbitrators shall support its decision by setting forth in writing
their findings and conclusions based on the evidence adduced at any such hearing.
.r
The arbitration shall be conducted in accordance with the statutes of the State of Washington and
court decisions governing such procedure.
The costs of such arbitration shall be borne equally by the City and the Contractor unless it is the
board's majority opinion that the Contractor's filing of the protest or action is capricious or without
reasonable foundation. In the latter case, all costs shall be borne by the Contractor.
1-09.14 Payment Schedule
Section 1-09.14 is a new section:
GENERAL
1-09.14(1) Scope
Section 1-09.14(1) is a new section:
A. Payment for the various items of the bid sheets, as further specified herein, shall include all
compensation to be received by the Contractor for furnishing all tools, equipment, supplies,
�.. and manufactured articles, and for all labor, operations,and incidentals appurtenant to the
items of work being described, as necessary to complete the various items of the work all in
accordance with the requirements of the Contract Documents, including all appurtenances
thereto, and including all costs of compliance with the regulations of public agencies having
jurisdiction, including Safety and Health Administration of the U.S. Department of Labor
(OSHA). No separate payment will be made for any item that is not specifically set forth in
the Bid Schedules, and all costs therefore shall be included in the prices named in the Bid
Schedules for the various appurtenant items of work.
B. The Owner shall not pay for material quantities,which exceed the actual measured amount
used and approved by the Engineer.
C. It is the intention of these Specifications that the performance of all work under the bid for
each item shall result in the complete construction, in an accepted operating condition, of
each item.
Work and material not specifically listed in the proposal but required in the Plans,
Specifications, and general construction practice, shall be included in the bid price. No
separate payment will be made for these incidental items.
1-09.14(2) Bid Items
1-09.14(2)A Mobilization & Demobilization (Bid Item 01)
Section 1-09.14(2)A is a new section:
Measurement for mobilization& demobilization, shall be lump sum. The lump sum price shown
shall cover the complete cost of furnishing and installing, complete and in-place all work and
�► materials necessary to move and organize equipment and personnel onto the job site,provide and
maintain all necessary support facilities and utilities, obtain all necessary permits and licenses,
47
ow
prepare the site for construction operations, and maintain the site and surrounding areas during
construction,provide protection of existing utilities,provide component and system testing, final
clean-up of the site, and move all personnel and equipment off the site after contract completion.
Payment for mobilization will be made at the lump sum amount bid(NOT to exceed 80% of bid price
prior to completion of construction)based on the percent of completed work as defined in the 2006
Standard Specifications for Road,Bridge, and Municipal Construction(WSDOT) for mobilization.
Payment for the remaining 20%will be made upon completion and final clean up of the construction
site. Such payment will be complete compensation for all mobilization of employees, equipment and
materials,preparation of all necessary submittals,bonds, insurance, site improvements,clean-up etc.
all in conformance with the Contract Documents. This bid item may not be more than ten percent
(10%) of the total amount of Bid.
1-09.14(2)B Trench Excavation Safety Systems (Bid Item 02) '
Section 1-09.14(2)B is a new Section:
Measurement for trench excavation safety systems will be based on a percentage defined as the
amount of sanitary sewer pipelines installed divided by the total length of sanitary sewer pipe shown
to be installed.
Payment for trench excavation safety systems will be made at the measured percentage amount for
the pay period times the lump sum amount bid, said payment will be complete compensation for all
equipment, labor, materials, hauling, planning, design, engineering, submittals, furnishing and
constructing and removal and disposal of such temporary sheeting, shoring, and bracing complete as A*
required under the provisions of any permits and in the requirements of OSHA and RCW Chapter
49.17, etc.,required to complete this item of work in conformance with the Contract Documents.
VIII
1-09.14(2)C Construction Surveying, Staking, and As-Builts (Bid Item 03)
Section 1-09.14(2)C is a new section:
Measurement for construction surveying, staking and as-built information will be based on the
percentage of total work complete,by dollar value, at the time of measurement.
Payment for construction surveying, staking and as-built information will be made at the measured
percentage amount for the pay period times the lump sum amount bid, said payment will be complete r
compensation for all labor,materials, equipment,travel, surveying, state-required permit application
processing needed to construct the improvements to the line and grade as shown on the Plans, to
provide the required construction and as-constructed field(as-built information)notes and drawings,
etc.required to complete this item of work in conformance with the Contract Documents. No more
than 50% of the bid amount for this item shall be paid prior to the review and acceptance of the
as-constructed information by the Engineer.
1-09.14(2)D Traffic Control (Bid Item 04)
Section 1-09.14(2)D is a new section:
(******)
Measurement for traffic control work will be based on the percentage of total work complete, by
dollar value, at the time of measurement.
Payment for traffic control for work will be made at the measured percentage amount for the pay
period times the lump sum amount bid, said payment will be complete compensation for all labor,
48
materials, equipment, preparing and conforming to the approved Traffic Control Plan, provide for
public convenience and safety, detours, flagging, barricades, sequential arrow boards, signs, traffic
control devices, temporary striping, cleanup, etc. required to complete this item of work in
conformance with the Contract Documents and the Manual on Uniform Traffic Control Devices
(MUTCD).
1-09.14(2)E Temporary Erosion/Sedimentation Controls (Bid Item 05)
Section 1-09.14(2)E is a new section:
Measurement for temporary erosion/sediment control(s) will be based on the percentage of total work
+r+� complete,by dollar value,at the time of measurement.
Payment for temporary erosion/sedimentation control(s) will be at the lump sum amount bid, which
■, payment shall be complete compensation for all labor, materials, equipment, straw-bale dikes, silt
fencing, plastic sheeting, etc. required to complete this item of work in conformance with Contract
Documents.
1-09.14(2)F Landscape Restoration (Bid Item 06)
Section 1-09.14(2)F is a new section:
rr Measurement for landscape restoration work will be based on the percentage of total work complete,
by dollar value,at the time of measurement.
Payment for landscape restoration will be made at the unit price bid per lump sum, which payment
will be complete compensation for all labor, equipment, materials, hauling, excavation, landscape
bark, tree removal and replacement, trees, top soil, sod, hydroseeding, compost, preparation,
compaction, watering, restoration, etc. required to complete this item in conformance with the
Contract Documents.
+r
1-09.14(2)G De-Watering (Bid Item 07)
Section 1-09.14(2)G is a new section:
.� Measurement for de-watering work will be based on the percentage of total work complete, by dollar
value, at the time of measurement.
Payment for de-watering work will be made at the lump sum amount bid, which payment will be
complete compensation for all engineering, labor, equipment, materials, excavation, drilling, pipe,
pumping equipment, installation, removal of de-watering system, backfill, compaction, restoration,
etc. to complete this item in conformance with the Contract Documents.
1-09.14(2)H Television Inspection of Sanitary Sewers (Bid Item 08)
Section 1-09.14(2)H is a new section:
Measurement for television inspection of the new sanitary sewers will be based on the lineal feet of
pipe inspected.
Payment for television inspection of the new sanitary sewers in accordance with specification Section
7-17.3(4)I will be made at the amount bid per linear foot, which payment will be considered complete
compensation for all labor, materials, equipment to perform television inspection and preparation of
videotape or DVD record of all new sanitary sewers constructed by excavate and replace methods as
part of the project and provision of record videotapes or DVDs to the Engineer.
49
rr.
1-09.14(2)I Furnish and Install 8-inch PVC Sewer Pipe (Bid Item 09)
Section 1-09.14(2)I is a new section:
Measurement for furnishing and installing 8" diameter PVC sewer pipe will be based on lineal
footage measured horizontally over the centerline of the installed pipe.
Payment for furnishing and installing 8"diameter PVC sewer pipe will be made at the amount bid per
linear foot, which payment will be complete compensation for all labor, materials, equipment,
hauling, pavement cutting, pavement removal, excavation, dewatering, potholing for utility location,
removal and disposal of waste material including existing pipes and structures in the excavation, pipe
of the size and type required, gaskets, fittings, installation, laying and joining pipe and fittings,
bedding, and pipe zone fill material, appurtenances, placement of subsequent backfill (native)
materials, compaction, water, grading, cleaning, temporary pavement patching, and testing
(exfiltration or low pressure air test and deflection testing), etc. required to complete the work in rrr
accordance with the Contract Documents. Select imported backfill materials are included in other bid
items (See Bid Item 15).
1-09.14(2)J Furnish and Install 6-inch PVC Side Sewer Pipe (Bid Item 10)
Section 1-09.14(2)J is a new section:
Measurement for furnishing and installing 6" diameter PVC side sewer pipe will be based on lineal
footage measured horizontally over the centerline of the installed pipe.
Payment for furnishing and installing 6" diameter PVC side sewer pipe will be made at the amount
bid per linear foot, which payment will be complete compensation for all labor, materials, equipment,
hauling, pavement cutting, pavement removal, excavation, dewatering, potholing for utility location,
removal and disposal of waste material including existing pipes and structures in the excavation, pipe
of the size and type required, gaskets, fittings, installation, laying and joining pipe and fittings,
bedding, and pipe zone fill material, appurtenances, placement of subsequent backfill (native)
materials, compaction, water, grading, cleaning, temporary pavement patching, and testing
(exfiltration or low pressure air test and deflection testing), etc. required to complete the work in
accordance with the Contract Documents. Select imported backfill materials are included in other bid
items (See Bid Item 15).
at
1-09.14(2)K Furnish and Install 48-inch Diam. Sanitary Sewer Manhole (Bid Item 11) rri
Section 1-09.14(2)K is a new section:
Measurement for furnishing and installing 48" sanitary sewer manholes will be per each for each type
manhole installed in conformance with the Contract Documents.
Payment for furnishing and installing 48" sanitary sewer manholes will be made at the unit price bid
per each, which payment will be complete compensation for all labor, equipment, materials, hauling,
pavement cutting, pavement removal, dewatering, potholing for utility location, excavation, removal
and disposal of waste material including existing pipes and structures in the excavation, foundation
material, concrete base, precast concrete manhole sections, gaskets, coating system (sealer), manhole 10
frame and lid, installation, adjustment of frames to grade, ladder and rungs, appurtenances,
connections, channeling, reconnection to existing sewer pipes, placement of subsequent backfill
(native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc.
required to complete all manholes in conformance with the Contract Documents. Select imported
backfill materials are included in other bid items (see Bid Items 15).
50
wr
1-09.14(2)L Furnish and Install 54-inch Diam. Sanitary Sewer Manhole (Bid Item 12)
Section 1-09.14(2)L is a new section:
Measurement for furnishing and installing 54" sanitary sewer manholes will be per each for each type
manhole installed in conformance with the Contract Documents.
Payment for furnishing and installing 54" sanitary sewer manholes will be made at the unit price bid
per each, which payment will be complete compensation for all labor, equipment, materials, hauling,
pavement cutting, pavement removal, dewatering, potholing for utility location, excavation, removal
and disposal of waste material including existing pipes and structures in the excavation, foundation
material, concrete base, precast concrete manhole sections, gaskets, coating system (sealer), manhole
frame and lid, installation, adjustment of frames to grade, ladder and rungs, appurtenances,
connections, channeling, reconnection to existing sewer pipes, placement of subsequent backfill
(native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc.
required to complete all manholes in conformance with the Contract Documents. Select imported
backfill materials are included in other bid items (see Bid Items 15).
rr
1-09.14(2)M Connect New Sewer to Existing Sewer Manhole (Bid Item 13)
Section 1-09.14(2)M is a new section:
"w Measurement for connect new sewer to existing sewer manhole will be per each in conformance with
the Contract Documents and includes the connection of the new sewers to the existing manhole at the
intersection of 155h Ave SE and SE 124 ' St (2 new connections on Sheet 2 of the plans) and to the
,... existing manhole on 155`h Ave SE (approximately 350 feet north of the intersection of 155"' Ave SE
and SE 124`h St)(1 new connection on Sheet 2 of the plans).
Payment for connect new sewer to existing sewer manhole will be made at the unit price bid per each,
which payment will be complete compensation for all labor, equipment, materials, hauling, pavement
cutting, pavement removal, dewatering, potholing for utility location, excavation, removal and
disposal of waste material including existing pipes and structures in the excavation, foundation
material, core-drilling, Kor-N-Seal boot, installation, appurtenances, bedding, placement of
subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching,
and cleanup, etc. required to complete all reconnect new sewer to existing sewer facility in
aim conformance with the Contract Documents. Select imported backfill materials are included in other
bid items(see Bid Item 15).
a+ 1-09.14(2)N Removal and Replacement of Unsuitable Foundation Material (Bid Item
14)
Section 1-09.14(2)N is a new section:
ME Measurement for removal and replacement of unsuitable foundation material shall be measured in
tons based on the placed weight of material installed. Placement of foundation material will be
measured only for the area(s) authorized by the Engineer. Certified weight tickets shall accompany
4AW each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be
included in the measurement or payment.
Payment for removal and replacement of unsuitable foundation material will be made at the amount
bid per ton, which payment will be complete compensation for all, labor, materials, equipment,
excavation, foundation materials, haul, placement, water, compaction, removal and disposal of waste
material, etc.,required to complete this item of work in conformance with the Contract Documents.
51
�r
�t
1-09.14(2)0 Select Imported Trench Backfill (Bid Item 15) go
Section 1-09.14(2)0 is a new section:
Measurement for select imported backfill shall be measured in tons based on the weight of material
installed into the work. Certified weight tickets shall accompany each load, a copy of tickets shall be
given to the Engineer daily. Wasted materials will not be included in the measurement or payment.
Only materials placed within the pay limits shown will be considered for payment. Material placed
outside of the pay limits shown on the Plans or as approved by the Engineer will be deducted from the
certified tickets.
Payment for select imported backfill will be made at the amount bid per ton, which payment will be
complete compensation for all labor, materials, equipment, hauling, placement, water, compaction,
removal and disposal of waste materials, etc., required to complete this item of work in conformance
with the Contract Documents.
1-09.14(2)P Asphalt Patch including CSTC (Bid Item 16)
Section 1-09.14(2)P is a new section:
Measurement for asphalt concrete patch shall be measured in square yards, horizontally over the
completed surface of the trench. Pavement repair measurement width shall be as defined by the limit
of trench patch payment shown in the Contract Documents, unless otherwise approved by the
Engineer.
Payment for asphalt concrete patch, including crushed surfacing top course (CSTC) and asphalt
concrete, will be made at the amount bid per square yards, which payment will be complete
compensation for all labor, materials, haul, surface preparation, gravel materials including crushed
surfacing top course, compaction, water, temporary trench patch (placement and removal), pavement
saw cutting, asphaltic materials, tack oil, placement, final trench patch, cleanup, etc., required to
complete this item of work in conformance with the Contract documents. No additional payment will
be made for work necessary to correct an asphalt concrete patch not installed in accordance with
Specifications.
1-09.14(2)Q 2" Deep Asphalt Overlay (Bid Item 17)
Section 1-09.14(2)Q is a new section:
Measurement for 2 " deep asphalt overlay shall be measured in square yards of asphalt, horizontally
over the completed surface of the street. Overlay measurement width shall be as defined by the limit ft
of asphalt overlay payment shown in the Contract Documents, unless otherwise approved by the
Engineer.
Payment for 2" deep asphalt overlay will be made at the amount bid per square yard, which payment lit
will be complete compensation for all labor, materials, haul, surface preparation, aggregate,
compaction, asphaltic materials, pre-leveling, tack oil, placement, roller compaction, joint sealing,
adjustment of utilities to grade, cleanup, etc. required to complete this item of Work in conformance
with the contract documents.
1-09.14(2)R Asphalt Grinding for Overlay(Bid Item 18) ►
Section 1-09.14(2)R is a new section:
Measurement for asphalt grinding for overlay,that shall take place at the north and south ends of the lit
sewer construction on 155`h Ave SE and 156`h Ave SE, shall be measured in square yards horizontally
over areas requiring grinding in conformance with Section 5-04.4. Measurement for asphalt grinding
52
for overlay shall be the full width of the road by 20 feet in length by 2"deep, unless otherwise
approved by the Engineer.
Payment for asphalt grinding for overlay will be made at the amount Bid per square yard and shall be
complete compensation for all labor and materials and other costs to grind the asphalt, load, and haul
to waste the grinding spoil material and in conformance with Section 5-04.5. No additional payment
will be made for work necessary to correct damage to curbs, gutters, utility structures, or other
appurtenances resulting from the Contractor's grinding operations.
1-09.14(2)S Replace Pavement Markings and Traffic Buttons (Bid Item 19)
Section 1-09.14(2)S is a new section:
Measurement for replace pavement markings shall be per lump sum replacement of all crosswalks,
.w railroad crossing markers, lane markers and all other traffic control elements as shown in the Contract
Documents and/or those that existed prior to construction which are damaged, disrupted or removed
as a result of construction of this project,unless otherwise approved by the Engineer.
r
Payment for replace pavement markings shall be made per lump sum, which payment will be
complete compensation for all labor, equipment, materials, hauling, paint, traffic buttons,
thermoplastic markings, preparation, finishing, cleanup, etc., required to compete this item in
conformance with the Contract Documents.
1-09.14(2)T Re-Establish Existing Monuments (Bid Item 20)
Section 1-09.14(2)T is a new section:
Measurement for re-establishing existing monuments will be per each monument re-established, in
conformance with RCW 58.09.130.
Payment for re-establishing monuments will be made at the unit price bid per each, which payment
will be complete compensation for all labor, equipment, materials, excavation, new monument with
housing, placement, installation, backfill, compaction, restoration, etc. required to reference the
existing monument and re-establish a new one after utility construction and restoration is complete, in
conformance with the Contract Documents.
1-10 TEMPORARY TRAFFIC CONTROL
�. 1-10.1 General
Revise the first paragraph to read:
•■ The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified
as being furnished by the Contracting Agency. 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 paths. No work shall be done on or
adjacent to any traveled way until all necessary signs and traffic control devices are in place.
Section 1-10.1 is supplemented by adding the following:
When the bid proposal includes an item for "Traffic Control," the work required for this item shall be
all items described in Section 140, including,but not limited to:
1. Furnishing and maintaining barricades, flashers, construction signing, and other
channelization devices, unless a pay item is in the bid proposal for any specific device and
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the Special Provisions specify furnishing, maintaining, and payment in a different manner J0
for that device;
2. Furnishing traffic control labor, equipment, and supervisory personnel for all traffic control
labor;
3. Furnishing any necessary vehicle(s) to set up and remove the Class B construction signs
and other traffic control devices;
4. Furnishing labor and vehicles for patrolling and maintaining in position all of the
construction signs and the traffic control devices, unless a pay item is in the bid proposal to It
specifically pay for this work; and
5. Furnishing labor, material, and equipment necessary for cleaning up, removing, and
replacing of the construction signs and the traffic control devices destroyed or damaged
during the life of the project. ro
6. Removing existing signs as specified or a directed by the Engineer and delivering to the
City Shops, or storing and reinstalling as directed by the Engineer.
7. Preparing a traffic control plan for the project and designating the person responsible for
traffic control at the work site. The traffic control plan shall include descriptions of the
traffic control methods and devices to be used by the prime Contractor, and subcontractors,
shall be submitted at or before the preconstruction conference, and shall be subject to
review and approval of the Engineer.
8. Contacting police, fire, 911, and ambulance services to notify them in advance of any work
that will affect and traveled portion of a roadway.
9. Assuring that all traveled portions of roadways are open to traffic during peak traffic
periods, 6:30 a.m. to 8:30 a.m., and 3:00 p.m. to 6:00 p.m., or as specified in the special
provisions, or as directed by the Engineer.
10. Promptly removing or covering all non-applicable signs during periods when they are not
needed.
If no bid item"Traffic Control" appears in the proposal, then all work required by these sections will
be considered incidental and their cost shall be included in the other items of work.
If the Engineer requires the Contractor to furnish additional channelizing devices, pieces of
equipment, or services, which could not be usually anticipated, by a prudent Contractor for the
maintenance and protection of traffic, then a new item or items may be established to pay for such
items. Further limitations for consideration of payment for these items are that they are not covered
by other pay items in the bid proposal, they are not specified in the Special Provisions as incidental,
and the accumulative cost for the use of each individual channelizing device, piece of equipment, or
service must exceed $200 in total cost for the duration of their need. In the event of disputes, the
Engineer will determine what is usually anticipated by a prudent Contractor. The cost for these items tot
will be by agreed price, price established by the Engineer, or by force account. Additional items
required as a result of the Contractor's modification to the traffic control plan(s) appearing in the
Contract shall not be covered by the provisions in this paragraph.
If the total cost of all the work under the Contract increases or decreases by more than 25 percent, an
equitable adjustment will be considered for the item "Traffic Control" to address the increase or
decrease.
Traffic control and maintenance for the safety of the traveling public on this project shall be the sole
responsibility of Contractor and all methods and equipment used will be subject to the approval of
Owner.
Traffic control devices and their use shall conform to City of Renton standards and the Manual on
Uniform Traffic Control Devices(MUTCD).
Contractor shall not proceed with any construction until proper traffic control has been provided to
the satisfaction of Engineer. Any days lost due to improper traffic control will be charged against
Contractor's allowable contract time, and shall not be the cause for a claim for extra days to complete
the Work.
so
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4. 1-10.2(1)B Traffic Control Supervisor
Paragraphs 1 and 2 are revised as follows:
A Traffic Control Supervisor (TCS) shall be on the project whenever traffic control labor is required
�" or as authorized by the Engineer.
The TCS shall assure that all the duties of the TCS are performed during the duration of the Contract.
an During non-work periods, the TCS shall be able to be on the job site within a 45-minute time period
after notification by the Engineer.
1-10.2(2) Traffic Control Plans
Section 1-10.2(2)is supplemented as follows:
The Contractor shall be responsible for assuring that traffic control is installed and maintained in
conformance to established standards. The Contractor shall continuously evaluate the operation of
the traffic control plan and take prompt action to correct any problems that become evident during
operation.
1-10.3 Flagging, Signs, and All Other Traffic Control Devices
Section 1-10.3 is supplemented as follows:
At the end of each working day, provisions shall be made for the safe passage of traffic and
pedestrians during non-working hours.
Barricades shall be reflectorized as specified in Part VI of the MUTCD, and shall be 3M-diamond
grade or equivalent approved by the Engineer. Barricades shall also be equipped with flashers.
1-10.3(3) Construction Signs
Section 1-10.3(3)paragraph 4 is supplemented as follows:
No separate pay item will be provided in the bid proposal for Class A or Class B construction signs.
All costs for the work to provide Class A or Class B construction signs shall be included in the unit
contract price for the various other items of the work in the bid proposal.
1-10.4 Measurement
Section 1-10.4 is replaced with:
No specific unit of measurement will apply to the lump sum item of"Traffic Control".
No adjustment in the lump sum bid amount will be made for overtime work or for use of relief
flaggers.
1-10.5 Payment
,. Section 1-10.5 is replaced with:
Payment for all labor,materials, and equipment described in Section 1-10 will be made in accordance
with Section 1-04.1, for the following bid items when included in the proposal:
AK
"Traffic Control,"Lump Sum.
1-11 RENTON SURVEYING STANDARDS
The following is a new section with new subsections:
1-11.1(1) Responsibility for Surveys
All surveys and survey reports shall be prepared under the direct supervision of a person registered to
practice land surveying under the provisions of Chapter 18.43 RCW.
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All surveys and survey reports shall be prepared in accordance with the requirements established by
the Board of Registration for Professional Engineers and Land Surveyors under the provisions of
Chapter 18.43 RCW.
1-11.1(2) Survey Datum and Precision
The horizontal component of all surveys shall have as its coordinate base: The North American
Datum of 1983/91.
All horizontal control for projects must be referenced to or in conjunction with a minimum of two of
the City of Renton's Survey Control Network monuments. The source of the coordinate values used
will be shown on the survey drawing per RCW 58.09.070.
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The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332-
130-060. The control base lines for all surveys shall meet or exceed the requirements for a Class A
survey revealed in Table 2 of the Minimum Standard Detail Requirements for ALTA/ACSM Land
Title Surveys jointly established and adopted by ALTA and ACSM in 1992 or comparable
classification in future editions of said document. The angular and linear closure and precision ratio
of traverses used for survey control shall be revealed on the face of the survey drawing, as shall the
method of adjustment.
The horizontal component of the control system for surveys using global positioning system
methodology shall exhibit at least 1 part in 50,000 precision in line length dependent error analysis at
a 95 percent confidence level and performed pursuant to Federal Geodetic Control Subcommittee
Standards for GPS control surveys as defined in Geometric Geodetic Accuracy Standards &
Specifications for Using GPS Relative Positioning Techniques dated August 1, 1989, or comparable
classification in future editions of said document.
The vertical component of all surveys shall be based on NAVD 1988, the North American Vertical
Datum of 1988, and tied to at least one of the City of Renton Survey Control Network benchmarks. If
there are two such benchmarks within 3000 feet of the project site a tie to both shall be made. The
benchmark(s) used will be shown on the drawing. If a City of Renton benchmark does not exist
within 3000 feet of a project, one must be set on or near the project in a permanent manner that will
remain intact throughout the duration of the project. Source of elevations (benchmark) will be shown
on the drawing, as well as a description of any benchmarks established.
1-11.1(3) Subdivision Information
Those surveys dependent on section subdivision shall reveal the controlling monuments used and the
subdivision of the applicable quarter section.
Those surveys dependent on retracement of a plat or short plat shall reveal the controlling
monuments,measurements, and methodology used in that retracement.
1-11.1(4) Field Notes
Field notes shall be kept in conventional format in a standard bound field book with waterproof
pages. In cases where an electronic data collector is used field notes must also be kept with a sketch
and a record of control and base line traverses describing station occupations and what measurements
were made at each point.
Every point located or set shall be identified by a number and a description. Point numbers shall be
unique within a complete job. The preferred method of point numbering is field notebook, page and
point set on that page. Example: The first point set or found on page 16 of field book 348 would be
identified as Point No. 348.16.01, the second point would be 348.16.02, etc.
Upon completion of a City of Renton project, either the field notebook(s) provided by the City or the
original field notebook(s) used by the Surveyor will be given to the City. For all other work,
surveyors will provide a copy of the notes to the City upon request. In those cases where an
electronic data collector is used, a hard copy print out in ASCII text format will accompany the field
notes.
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1-11.1(5) Corners and Monuments
Corner: A point on a land boundary, at the juncture of two or more boundary lines. A monument is
usually set at such points to physically reference a corner's location on the ground.
Monument:Any physical object or structure of record, which marks or accurately references:
0 A corner or other survey point established by or under the supervision of an individual per
Section 1-11.1(1) and any corner or monument established by the General Land Office and its
successor the Bureau of Land Management including section subdivision corners down to
and including one-sixteenth corners; and
• Any permanently monumented boundary, right-of-way alignment, or horizontal and vertical
control points established by any governmental agency or private surveyor including street
intersections but excluding dependent interior lot corners.
1-11.1(6) Control or Base Line Survey
Control or Base Line Surveys shall be established for all construction projects that will create
permanent structures such as roads, sidewalks, bridges, utility lines or appurtenances, signal or light
poles, or any non-single family building. Control or Base Line Surveys shall consist of such number
of permanent monuments as are required such that every structure may be observed for staking or"as-
builting" while occupying one such monument and sighting another such monument. A minimum of
two of these permanent monuments shall be existing monuments, recognized and on record with the
City of Renton. The Control or Base Line Survey shall occupy each monument in turn, and shall
satisfy all applicable requirements of Section 1-11.1 herein.
The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North
"" orientation should be clearly presented and the scale shown graphically as well as noted. The
drawing must be of such quality that a reduction thereof to one-half original scale remains legible.
If recording of the survey with the King County Recorder is required, it will be prepared on 18 inch
by 24 inch Mylar and will comply with all provisions of Chapter 58.09 RCW A photographic Mylar
of the drawing will be submitted to the City of Renton and, upon their review and acceptance per the
specific requirements of the project, the original will be recorded with the King County Recorder.
If recording is not required, the survey drawing shall be prepared on 22 inch by 34 inch Mylar, and
the original or a photographic Mylar thereof will be submitted to the City of Renton.
The survey drawings shall meet or exceed the requirements of WAC 332-130-050 and shall conform
to the City of Renton's Drafting Standards. American Public Works Association symbols shall be
used whenever possible, and a legend shall identify all symbols used if each point marked by a
symbol is not described at each use.
An electronic listing of all principal points shown on the drawing shall be submitted with each
drawing. The listing should include the point number designation (corresponding with that in the
field notes), a brief description of the point, and northing, easting, and elevation(if applicable) values,
all in ASCII format, on IBM PC compatible media.
1-11.1(7) Precision Levels
Vertical Surveys for the establishment of benchmarks shall satisfy all applicable requirements of
Sections 1-05 and 1-11.1.
Vertical surveys for the establishment of benchmarks shall meet or exceed the standards,
Specifications and procedures of third order elevation accuracy established by the Federal Geodetic
Control Committee.
+• Benchmarks must possess both permanence and vertical stability. Descriptions of benchmarks must
be complete to insure both recoverability and positive identification on recovery.
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1-11.1(8) Radial and Station -- Offset Topography
Topographic surveys shall satisfy all applicable requirements of Section 1-11.1 herein.
All points occupied or back sighted in developing radial topography or establishing baselines for
station-offset topography shall meet the requirements of Section 1-11.1 herein.
The drawing and electronic listing requirements set forth in Section 1-11.1 herein shall be observed
for all topographic surveys. as
1-11.1(9) Radial Topography
Elevations for the points occupied or back sighted in a radial topographic survey shall be determined
either by, 1) spirit leveling with misclosure not to exceed 0.1 feet or Federal Geodetic Control jo
Committee third order elevation accuracy Specifications, OR 2)trigonometric leveling with elevation
differences determined in at least two directions for each point and with misclosure of the circuit not
to exceed 0.1 feet.
1-11.1(10) Station--Offset Topography
Elevations of the baseline and topographic points shall be determined by spirit leveling and shall
satisfy Federal Geodetic Control Committee Specifications as to the turn points and shall not exceed lit
0.1 foot's error as to side shots.
1-11.1(11) As-Built Survey
All improvements required to be "as-built" (post construction survey) per City of Renton Codes,
TITLE 4 Building Regulations and TITLE 9 Public Ways and Property, must be located both
horizontally and vertically by a Radial survey or by a Station offset survey. The "as-built" survey
must be based on the same base line or control survey used for the construction staking survey for the
improvements being "as-built". The "as-built" survey for all subsurface improvements should occur
prior to backfilling. Close cooperation between the installing Contractor and the "as-builting"
surveyor is therefore required.
All "as-built" surveys shall satisfy the requirements of Section 1-11.1(1) herein, and shall be based
upon control or base line surveys made in conformance with these Specifications.
The field notes for "as-built" shall meet the requirements of Section 1-11.1(4) herein, and submitted
with stamped and signed "as-built" drawings which includes a statement certifying the accuracy of
the "as-built".
The drawing and electronic listing requirements set forth in Section 1-11.1(6) herein shall be
observed for all "as-built" surveys.
1-11.1(12) Monument Setting and Referencing ,
All property or lot corners, as defined in 1-11.1(5), established or reestablished on a plat or other
recorded survey shall be referenced by a permanent marker at the corner point per 1-11.2(1). In
situations where such markers are impractical or in danger of being destroyed, e.g., the front corners
of lots, a witness marker shall be set. In most cases, this will be the extension of the lot line to a tack
in lead in the curb. The relationship between the witness monuments and their respective corners
shall be shown or described on the face of the plat or survey of record, e.g., "Tacks in lead on the
extension of the lot side lines have been set in the curbs on the extension of said line with the curb."
In all other cases the corner shall meet the requirements of Section 1-11.2(1)herein.
All non-corner monuments, as defined in 1-11.1(5), shall meet the requirements of Section 1-11.2(2)
herein. If the monument falls within a paved portion of a right-of-way or other area, the monument
shall be set below the ground surface and contained within a lidded case kept separate from the
monument and flush with the pavement surface,per Section 1-11.2(3).
In the case of right-of-way centerline monuments all points of curvature (PC), points of tangency
(PT), street intersections, center points of cul-de-sacs shall be set. If the point of intersection (PI) for
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the tangents of a curve fall within the paved portion of the right-of-way, a monument can be set at the
PI instead of the PC and PT of the curve.
For all non corner monuments set while under contract to the City of Renton or as part of a City of
Renton approved subdivision of property, a City of Renton Monument Card (furnished by the city)
identifying the monument; point of intersection (PI), point of tangency (PT), point of curvature (PC),
one-sixteenth corner, Plat monument, street intersection, etc., complete with a description of the
monument, a minimum of two reference points and NAD 83/91 coordinates, and NAVD 88 elevation
shall be filled out and filed with the city.
1-11.2 Materials
1-11.2(1) Property/Lot Corners
Corners per 1-11.1(5) shall be marked in a permanent manner such as 1/2 inch diameter rebar 24
inches in length, durable metal plugs or caps, tack in lead, etc., and permanently marked or tagged
with the surveyor's identification number. The specific nature of the marker used can be determined
by the surveyor at the time of installation.
1-11.2(2) Monuments
Monuments per 1-11.1(5) shall meet the requirements as set forth in City of Renton Standard Plans
page H031 and permanently marked or tagged with the surveyor's identification number.
w+ 1-11.2(3) Monument Case and Cover
Materials shall meet the requirements of Section 9-22 and City of Renton Standard Plans page H031.
2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP
2-01.1 Description
Section 2-01.1 is supplemented as follows:
The limits of clearing and grubbing (construction limits) shall be defined as being the construction
limit lines as shown in the Plans. Where, in the opinion of the Engineer, any trees abutting or
VU adjacent to the limits of clearing and grubbing are damaged and require removal, the Contractor shall
remove such trees. Any trees flagged by the Engineer to remain within the clearing and grubbing
limits shall be left undamaged by the Contractor's operations. Any flagged trees,which are damaged,
shall be replaced in kind at the Contractor's expense.
Existing landscaping outside the construction limits, including but not limited to, sod, rockeries,
beauty bark, decorative gravel or rock,bushes, and shrubbery shall be protected from damage.
The property owners shall be responsible for removing and/or relocating irrigation equipment, trees,
shrubs, curbing, ornamental plants, and any other decorative landscaping materials within the
construction limits that they wish to save. The Contractor shall give property owners 10 days'
.� written notice prior to removing landscaping materials. All landscaping materials that remain in
the construction limits after that time period shall be removed and disposed of, by the Contractor, in
accordance with Section 2-01 of the Standard Specifications,these Special Provisions,and the Plans.
The Contractor shall receive approval from the Engineer prior to removal.
2-01.2 Disposal of Usable Material and Debris
WK Section 2-01.2 is supplemented as follows:
The Contractor shall dispose of all debris by Disposal Method No. 2—Waste Site.
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2-01.5 Payment
Section 2-01.5 is supplemented as follows:
The lump sum price for "Clearing and Grubbing" shall be full compensation for all work described
herein and shown in the Plans, including removing trees and shrubbery where shown in the Plans and
directed by the Engineer.
2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS
2-02.3(3) Removal of Pavement, Sidewalks, and Curbs
Section 2-02.3(3)is revised and supplemented as follows:
Item"1"is revised as follows:
In removing pavement, sidewalks, driveways, and curbs, the Contractor shall haul broken-up pieces
to some off-project site.
The section is supplemented as follows:
When an area where pavement, sidewalk, or driveway has been removed is to be opened to traffic
before pavement patching has been completed, temporary mix asphalt concrete patch shall be
required. Temporary patching shall be placed to a minimum depth of 2 inches immediately after
backfilling and compaction are complete, and before the road is opened to traffic. MC cold mix or
MC hot mix shall be used at the discretion of the Engineer.
2-02.4 Measurement
Section 2-02.4 replaces the existing vacant section:
Sawcutting existing cement and asphalt concrete pavements shall be measured by the linear foot
along the sawcut, full depth. Wheel cutting of pavement will not be measured for separate payment,
but shall be included in other items of work.
2-02.5 Payment
Section 2-02.5 is supplemented by adding:
(******) uuli
"Saw Cutting",per lineal foot.
"Remove Sidewalk",per square yard.
"Remove Curb and Gutter",per lineal foot.
"Cold Mix",per ton
"Remove Asphalt Concrete Pavement," per square yard.
"Remove Cement Concrete pavement,"per square yard.
"Remove existing ," per
All costs related to the removal and disposal of structures and obstructions including saw cutting,
excavation, backfilling, and temporary asphalt shall be considered incidental to and included in other
items unless designated as specific bid items in the proposal. If pavements, sidewalks, or curbs lie
within an excavation area and are not mentioned as separate pay items, their removal will be paid for
as part of the quantity removed in excavation. If they are mentioned as a separate item in the
proposal, they will be measured and paid for as provided under Section 2-02.5, and will not be
included in the quantity calculated for excavation.
2-03 ROADWAY EXCAVATION AND EMBANKMENT
2-03.3 Construction Requirements
Section 2-03.3 is supplemented by adding the following:
(******)
Roadway excavation shall include the removal of all materials excavated from within the limits
shown on the Plans. Suitable excavated material shall be used for embankments, while surplus
excavated material or unsuitable material shall be disposed of by the Contractor.
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Earthwork quantities and changes will be computed, either manually or by means of electronic data
processing equipment, by use of the average end area method. Any changes to the proposed work as
directed by the Engineer that would alter these quantities shall be calculated by the Engineer and
submitted to the Contractor for his review and verification.
Any excavation or embankment beyond the limits indicated in the Plans, unless ordered by the
Engineer, shall not be paid for. All work and material required to return these areas to their original
conditions, as directed by the Engineer, shall be provided by the Contractor at his sole expense.
All areas shall be excavated, filled, and/or backfilled as necessary to comply with the grades shown
on the Plans. In filled and backfilled areas, fine grading shall begin during the placement and the
compaction of the final layer. In cut sections, fine grading shall begin within the final six (6) inches
of cut. Final grading shall produce a surface, which is smooth and even, without abrupt changes in
grade.
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Excavation for curbs and gutters shall be accomplished by cutting accurately to the cross sections,
grades and elevations shown. Care shall be taken not to excavate below the specified grades. The
Contractor shall maintain all excavations free from detrimental quantities of leaves, brush, sticks,
trash, and other debris until final acceptance of the work.
Following removal of topsoil or excavation to grade, and before placement of fills or base course, the
err subgrade under the roadway shall be proof-rolled to identify any soft or loose areas which may
warrant additional compaction or excavation and replacement.
The Contractor shall provide temporary drainage or protection to keep the subgrade free from
standing water.
Acceptable excavated native soils shall be used for fill in the area requiring fills. Care shall be taken
to place excavated material at the optimum moisture content to achieve the specified compaction.
Any native material used for fill shall be free of organics and debris, and have a maximum particle
size of 6 inches.
err It shall be the responsibility of the Contractor to prevent the native materials from becoming saturated
with water. The measures may include sloping to drain, compacting the native materials, and
diverting runoff away from the materials. If the Contractor fails to take such preventative measures,
as any costs or delay related to drying the materials shall be at his own expense.
If the native materials become saturated, it shall be the responsibility of the Contractor to dry the
materials, to the optimum moisture content. If sufficient acceptable native soils are not available to
06 complete construction of the roadway embankment, Gravel Borrow shall be used.
If subgrade trimmer is not required on the project, all portions of Section 2-03 shall apply as though a
subgrade trimmer were specified.
an
If sufficient acceptable native soils, as determined by the Engineer, are not available to complete
construction of the roadway embankment, Gravel Borrow meeting the requirements of Section 9-
am
03.14 of the Standard Specifications, shall be used.
2-03.4 Measurement
Section 2-03.4 is supplemented by adding the following:
At the discretion of the Engineer, roadway excavation, borrow excavation, and unsuitable foundation
excavation-by the cubic yard(adjusted for swell) may be measured by truck in the hauling vehicle at
the point of loading. The Contractor shall provide truck tickets for each load removed. Each ticket
�r shall have the truck number, time and date, and be approved by the Engineer.
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2-03.5 Payment
Section 2-03.5 is revised as follows:
Payment for embankment compaction will not be made as a separate item.All costs for embankment
compaction shall be included in other bid items involved. Payment will be made for the following bid
items when they are included in the proposal:
"Roadway Excavation Including Haul,"per cubic yard
"Removal and Replacement of Unsuitable Foundation Material,"per ton
"Gravel Borrow Including Haul,"per ton
"Roadway Excavation Including Haul" shall be considered incidental and part of the bid item(s)
provided for the installation of the utility mains and appurtenances. When the Engineer orders
excavation below subgrade, then payment will be in accordance with the item "Removal and
Replacement of Unsuitable Foundation Material". In this case, all items of work other than roadway
excavation shall be paid at unit contract prices.
The unit contract price per cubic yard for"Roadway Excavation Including Haul" shall be full pay for
excavating, loading,placing, or otherwise disposing of the material.
The unit contract price per cubic yard for "Removal and Replacement of Unsuitable Foundation
Material"shall be full pay for excavating, loading, and disposing of the material.
Payment for embankment compaction will not be made as a separate item.All costs for embankment
compaction shall be included in other bid items involved.
2-04 HAUL
2-04.5 Payment
Section 2-04.5 is revised and supplemented as follows: sit
All costs for the hauling of material to, from, or on the job site shall be considered incidental to and
included in the unit price of other units of work.
2-06 SUBGRADE PREPARATION
2-06.5 Measurement and Payment
Section 2-06.5 is supplemented by adding the following:
Subgrade preparation and maintenance including watering shall be considered as incidental to the io
construction and all costs thereof shall be included in the appropriate unit or lump sum contract bid
prices.
2-09 STRUCTURE EXCAVATION
2-09.1 Description
Section 2-09.1 is supplemented by adding the following:
This work also includes the excavation, haul, and disposal of all unsuitable materials such as peat,
muck, swampy or unsuitable materials, including buried logs and stumps.
2-09.3(1)D Disposal of Excavated Material
Section 2-09.3(1)D is revised as follows:
The second paragraph is replaced with:
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All costs for disposing of excavated material within or external to the project limits shall be included
in the unit contract price for structure excavation, Class A or B.
The third paragraph is replaced with:
If the Contract includes structure excavation,Class A or B, including haul, the unit contract price shall
include all costs for loading and hauling the material the full required distance, otherwise all such
disposal costs shall be considered incidental to the work.
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2-09.4 Measurement
Section 2-09.4 is revised and supplemented as follows:
Gravel backfill. Gravel backfill, except when used as bedding for culvert, storm sewer, sanitary
sewer, manholes, and catch basins, will be measured by the cubic yard in place determined by the
neat lines required by the Plans or by the ton as measured in conformance with Section 1-09.2.
2-09.5 Payment
Section 2-09.5 is revised and supplemented as follows:
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Payment will be made for the following bid items when they are included in the proposal:
"Structure Excavation Class A",per cubic yard.
"Structure Excavation Class B",per cubic yard.
�*• "Structure Excavation Class A Incl.Haul",per cubic yard.
"Structure Excavation Class B Incl. Haul",per cubic yard.
Payment for reconstruction of surfacing and paving, within the limits of structure excavation, will be
at the applicable unit prices for the items involved.
If the Engineer orders the Contractor to excavate below the elevations shown in the Plans, the unit
contract price per cubic yard for "Structure Excavation Class A or B" will apply. But if the
Contractor excavates deeper than the Plans or Engineer requires, the Contracting Agency will not pay
for material removed from below the required elevations. In this case, the Contractor, at no expense
to the Contracting Agency, shall replace such material with concrete or other material the Engineer
�•• approves. The unit contract price per cubic yard for the bid items listed as 1 through 4 above shall be
full pay for all labor, materials, tools, equipment, and pumping, or shall be included in the unit bid
price of other items of work if "Structure Excavation" or "Structure Excavation Incl Haul" are not
listed as pay items in the Contract.
"Shoring or Extra Excavation Class B",per square foot.
The unit contract price per square foot shall be full pay for all excavation, backfill, compaction, and
other work required when extra excavation is used in lieu of constructing shoring. If select backfill
material is required for backfilling within the limits of the structure excavation, it shall also be
required as backfill material for the extra excavation at the Contractor's expense. Any excavation or
backfill material being paid by unit price shall be calculated by the Engineer only for the neat line
measurement of the excavation and shall not include the extra excavation beyond the neat line.
If there is no bid item for shoring or extra excavation Class B on a square foot basis and the nature of
the excavation is such that shoring or extra excavation is required as determined by the Engineer, then
shoring or extra excavation shall be considered incidental to the work involved and no further
compensation shall be made.
"Gravel Backfill (Kind) for(Type of Excavation)",per cubic yard or per ton.
"Controlled Density Fill",per cubic yard.
When gravel backfill is paid by the ton, the Contractor shall take care to assure to the satisfaction of
the Engineer that such per ton backfill is only being used for the specified purpose and not for
purposes where backfill is incidental or being paid by cubic yard. Evidence that per ton gravel
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backfill is not being used for its designated purpose shall be grounds for the Engineer to deny
payment for such load tickets.
5-04 ASPHALT CONCRETE PAVEMENT
5-04.2 Materials
Section 5-04.2 is revised and supplemented as follows:
(******)
Delete the second and fourth paragraphs of this section.
The base course shall be untreated crushed surfacing.
Asphalt concrete shall meet the grading requirements for the specified mix.
Temporary patch shall be cold or hot mix.
5-04.3 Construction Requirements
Section 5-04.3 is supplemented as follows:
(******)
Shoulder Restoration
The existing surfacing of disturbed asphalt shoulders shall be removed to a minimum depth of 6
inches below original street grade to provide for placement of the new subgrade and paving. The
subgrade shall be constructed of 1'/4 inch minus crushed surfacing base course placed to a compacted Mll
thickness of 2'/z inches, followed by 5/8-inch minus crushed surfacing top course placed to a
compacted thickness of 1'/2 inches. HMA Class '/2"shall then be placed and compacted in 2-inch lifts
up to a maximum 4-inch thickness to match existing pavement thickness. Minimum thickness shall
be 2 inches. The shoulder shall be replaced to the existing fog line in areas where the existing asphalt
shoulder is seriously disturbed, or at the Engineer's discretion.
Asphalt Concrete Patching and Overlay
Contractor shall maintain temporary hot mix asphalt patches daily during construction to the
satisfaction of the governing road agency and the Engineer until said patch is replaced with a
permanent hot patch. The permanent hot mix asphalt patch shall be placed and sealed with paving
grade asphalt within 30 calendar days.
Private Driveways
Where a private driveway is damaged by either construction of the project or by the Contractor's use
and activity on the road, it shall be repaired to the satisfaction of the property owner,the City, and to
its original condition or better. Damaged asphalt-concrete driveways shall be replaced by saw cutting
to a straight line and replacing a full width section. Damaged cement-concrete driveways shall be
removed to the nearest joint(real or dummy) and replaced with a full width section. Damaged gravel
driveways shall have crushed surfacing placed and compacted to a minimum depth of 4 inches.
Curbs, Gutters and Sidewalks
Existing curbs, gutters, and sidewalks damaged by construction of the project or the Contractor's use
and activity, shall be repaired to the satisfaction of the property owner, the City,King County, and to
its original condition or better.
5-04.3(5) Conditioning the Existing Surface
Section 5-04.3(5)is supplemented as follows:
The Contractor shall maintain existing surface contour during patching, unless otherwise instructed rrt
by City Engineer or King County inspector.
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5-04.3(5)A Preparation of Existing Surface
Section 5-04.3(5)A is supplemented as follows:
The Contractor shall provide his own mechanical sweeping equipment. The sweeper will be on the
project prior to the start of paving, to insure the streets to be paved are clean before the tack coat is
applied. The sweeper will keep the streets clean ahead of the paving machine and clean the streets
behind the empty trucks that have dumped their loads into the paving machine. The sweeper must
sweep all streets made dirty by the Contractor's equipment. If the paving machine is "walked"from
one site to another,the sweeper must sweep up behind paving machine. The sweeper shall not leave
the overlay site until given permission by the City's inspector.
All utilities shall be painted with a biodegradable"soap"to prevent the tack and ACP from sticking to
the lids. Diesel will not be used. After the application of soap, catch basins must be covered to
prevent tack and ACP from getting into catch basins.
Preparation of existing surface shall be done as outlined in this Section and a tack coat shall be
applied at the rate of 0.02 to 0.08 gallons per square yard. Payment for preparation of the surface and
application of the tack coat shall be considered incidental to the paving and no separate payment shall
be made.
The Contractor shall locate all utilities for access immediately after any paving and mark the location
by means of painting a circle around the location and scooping a portion of asphalt 4"-6"in diameter
and the depth of the overlay from the center of the utility location.
The Contractor shall locate and completely expose gas and water valves for access immediately after
final rolling.
The day following the start of application of ACP,utility adjustments must begin. The Contractor
" shall have an adjustment crew adjusting utilities every workable working day until adjustments are
complete.
�r During the adjustment of any utility, existing concrete bricks or grouting material that has been
broken or cracked shall be removed and replaced at the Contractor's expense.
Utility adjustments must be completed within 15 working days after overlay is complete, and within
the specified working days.
Payment for utility adjustments includes all labor,materials,tools, and equipment necessary to
complete the adjustments and is incidental to pay items for Asphalt Patch and Asphalt Overlay.
5-04.3(7)A Mix Design
Item 2 is deleted and replaced with:
2. Nonstatistical HMA Evaluation. The Contractor shall submit a certification that the mix
design submitted meets the requirements of Sections 9-03.8(2) and 9-03.8(6). The
Contractor must submit the mix design using DOT Form 350-042 EF. Verification of the
mix design by the Contracting Agency is not needed. The Project Engineer will determine
wr anti-strip requirements for the HMA.
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The mix design will be the initial job mix formula(JMF) for the class of mix. Any additional '
adjustments to the JMF will require the approval of the Project Engineer and may be made
per Section 9-03.8(7).
5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture
Item 1 is deleted and replaced with:
(*****)
1. General. Acceptance of HMA shall be as provided under nonstatistical or commercial
evaluation.
Nonstatistical evaluation will be used for the acceptance of HMA.
Commercial evaluation will be used for Commercial HMA, and for other classes of HMA in
the following applications: sidewalks,road approaches, ditches, slopes,paths,trails, gores,
prelevel, and pavement repair. Other nonstructural applications as approved by the Project
Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the
option of the Engineer. The proposal quantity of HMA that is accepted by commercial
evaluation will be excluded from the quantities used in the determination of nonstatistical
evaluation.
Item 7 is deleted.
5-04.3(10)B Control
Replace Section 5-04.3(10)B with the following:
Sub-base shall be compacted to 95% of the maximum density by the Modified Proctor Test Method,
ASTM D 1557. Compact asphalt concrete patch and paving to 95% of maximum compaction.
5-04.5 Payment
.r
5-04.5(1)A Price Adjustments for Quality of HMA Mixture
Section is deleted and replaced with:
Statistical analysis of quality of gradation and asphalt content will be performed based on
Section 1-06.2 using the following price adjustment factors:
Table of Price Adjustment Factors
Constituent Factor"f
All aggregate passing: 1 ''/2", 1",3/4", ''/2", 3/8"and No.4 sieves 2
All aggregate passing No. 8,No 16,No. 30,No. 50, No. 100 3
All aggregate passing No. 200 sieve 20
Asphalt binder 52 +
A pay factor will be calculated for sieves listed in Section 9-03.8(7) for the class of HMA and for the
asphalt binder. '
1. Non-statistical Evaluation. Each lot of HMA produced under Non-statistical Evaluation and
having all constituents falling within the tolerance limits of the job mix formula shall be
accepted at the unit contract price with no further evaluation. When one or more constituents
fall outside the non-statistical acceptance tolerance limits in Section 9-03.8(7), the lot shall be
66
evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The non-
statistical tolerance limits will be used in the calculation of the CPF and the maximum CPF
shall be 1.00. When less than three sub-lots exist,backup samples of the existing sub-lots or
ar samples from the street shall be tested to provide a minimum of three sets of results for
evaluation.
,,. 2. Commercial Evaluation. If sampled and tested,HMA produced under Commercial
Evaluation and having all constituents falling within the tolerance limits of the job mix
formula shall be accepted at the unit contract price with no further evaluation. When one or
more constituents fall outside the commercial acceptance tolerance limits in Section 9-
03.8(7),the lot shall be evaluated to determine the appropriate CPF. The commercial
tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be
1.00. When less than three sub-lots exist,backup samples of the existing sub-lots or samples
from the street shall be tested to provide a minimum of three sets of results for evaluation.
For each lot of HMA produced under Non-statistical or Commercial Evaluation when the
r calculated CPF is less than 1.00, a Nonconforming Mix factor (NCFM) will be determined.
THE NCFM equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent.
The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF,
the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix.
If a constituent is not measured in accordance with these Specifications,its individual pay factor will
be considered 1.00 in calculating the composite pay factor.
5-04.5(1)B Price Adjustments for Quality of HMA Compaction
Section is deleted and replaced with:
+r
The maximum CPF of a compaction lot is 1.00
�r For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction
Factor(NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00
multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the
NCFF,the quantity of HMA in the lot in tons and the unit contract price per ton of the mix.
rrr
5-06 TEMPORARY RESTORATION IN PAVEMENT AREA
Section 5-06 is new Section with subsections:
5-06.1 Description
Pavement areas that have been removed by construction activities must be restored by the Contractor
prior to the end of each working period,prior to use by vehicular traffic. Within paved streets, the
Contractor may use temporary pavement to allow vehicular traffic to travel over the construction
wr areas. Temporary pavement shall be placed around trench plates or others devices used to cover
construction activities in a manner that provides a smooth and safe transition between surfaces.
5-06.2 Materials
" The asphalt pavement for temporary patches shall be 2"of a hot mix asphalt composition determined
by the Contractor to provide a product suitable for the intended application. The Contractor shall not
use materials that are a safety or health hazard.
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Temporary pavement material that does not form a consolidated surface after compaction shall be
considered unsuitable and shall be removed from the site. Unsuitable temporary pavement shall be
disposed of offsite.
5-06.3 Construction Requirements
Contractor shall maintain temporary hot mix asphalt patches daily during to the satisfaction of the
governing road agency and Engineer until said patch is replaced with permanent hot patch. The
completed pavement shall be free from ridges,ruts,bumps,depressions, objectionable marks, or other
irregularities. The permanent hot mix asphalt patch shall be placed and sealed with a paving asphalt
within 30 calendar days.
The Contractor shall immediately repair,patch, or remove any temporary pavement that does not
provide a flat transition between existing pavement areas.
All temporary asphalt pavement shall be removed from the site by the end of the project and shall not
be used as permanent asphalt pavement or subgrade material.
7-01 DRAINS
7-01.2 Materials
The second paragraph of Section 7-01.2 is revised as follows:
Drain pipes may be concrete, zinc coated (galvanized) corrugated iron with Asphalt Treatment I, +rr
aluminum coated (aluminized) corrugated iron with Asphalt Treatment I, zinc coated (galvanized)
steel with Asphalt Treatment 1, corrugated aluminum alloy, polyvinyl chloride (PVC), or corrugated
polyethylene (PE)at the option of the Contractor unless the Plans specify the type to be used.
r
7-01.3 Construction Requirements
Section 7-01.3 is revised as follows:
The second paragraph is revised as follows:
PVC drainpipe shall be jointed with a bell and spigot joint using a flexible elastomeric seal as
described in Section 9-04.8. The bell shall be laid upstream. PE or ABS drainpipe shall be jointed
with snap-on, screw-on, or wraparound coupling bands as recommended by the manufacturer of the up
tubing.
The sixth paragraph is revised as follows:
PVC under drain pipe shall be jointed using either the flexible elastomeric seal as described in
Section 9-04.8 or solvent cement as described in Section 9-04.9, at the option of the Contractor unless
otherwise specified in the Plans. The bell shall be laid upstream. PE or ABS drainage tubing under
drain pipe shall be jointed with snap-on, screw-on, or wraparound coupling bands, as recommended ]
by the manufacturer of the tubing.
7-01.4 Measurement
Section 7-01.4 is supplemented adding the following: rr
When the Contract does not include "Structure Excavation Class B" or "Structure Excavation Class B
Including Haul" as a pay item all costs associated with these items shall be included in other contract
pay items.
7-05 MANHOLES, INLETS,AND CATCH BASINS
7-05.3 Construction Requirements
Section 7-05.3 is supplemented by adding the following:
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+ All manholes shall have eccentric cones and shall have ladders.
Sanitary sewer pipe to manhole connections shall be "Kor-n-Seal"boot or approved equal.
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7-05.3(1) Adjusting Manholes and Catch Basins to Grade
Section 7-05.3(1) is replaced with:
Where shown in the Plans or where directed by the Engineer, the existing manholes, catch basins, or
inlets shall be adjusted to the grade as staked or otherwise designated by the Engineer.
The existing cast iron ring and cover on manholes and the catch basin frame and grate shall first be
removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing
structure shall be raised or lowered to the required elevation.
The Contractor shall construct manholes so as to provide adjustment space for setting cover and
casting to a finished grade as shown on the Construction Plans. Manhole ring and covers shall be
adjusted to the finished elevations per standard detail BR29, SP Page 13074, prior to final acceptance
of the work. Manholes in unimproved areas shall be adjusted to 6"above grade.
In unpaved streets: manholes, catch basins, and similar structures in areas to be surfaced with crushed
rock or gravel shall be constructed to a point approximately eight inches below the subgrade and
err covered with a temporary wood cover. Existing manholes shall be cut off and covered in a similar
manner. The Contractor shall carefully reference each manhole so that they may be easily found upon
completion of the street work. After placing the gravel or crushed stone surfacing, the manholes and
manhole castings shall be constructed to the finished grade of the roadway surface. Excavation
necessary for bringing manholes to grade shall center about the manhole and be held to the minimum
area necessary. At the completion of the manhole adjustment, the void around the manhole shall be
backfilled with materials which result in the section required on the typical roadway section, and be
thoroughly compacted.
In cement concrete pavement: manholes, catch basins, and similar structures shall be constructed and
adjusted in the same manner as outlined above except that the final adjustment shall be made and cast
iron frame be set after forms have been placed and checked. In placing the concrete pavement,
extreme care shall be taken not to alter the position of the casting in any way.
In asphalt concrete pavement: manholes shall not be adjusted until the pavement is completed, at
which time the center of each manhole shall be carefully relocated from references previously
established by the Contractor. The pavement shall be cut in a restricted area and base material be
removed to permit removal of the cover. The manhole shall then be brought to proper grade utilizing
the same methods of construction as for the manhole itself. The cast iron frame shall be placed on the
concrete blocks and wedged up to the desired grade. The asphalt concrete pavement shall be cut and
removed to a neat circle, the diameter of which shall be equal to the outside diameter of the cast iron
frame plus two feet. The base materials and crushed rock shall be removed and Class 3000 or
Commercial Portland Cement Concrete shall be placed so that the entire volume of the excavation is
replaced up to but not to exceed 2 inches of the finished pavement surface. On the day following
placement of the concrete, the edge of the asphalt concrete pavement, and the outer edge of the
casting shall be painted with hot asphalt cement. Asphalt Class G concrete shall then be placed and
compacted with hand tampers and a patching roller. The complete patch shall match the existing
paved surface for texture, density, and uniformity of grade. The joint between the patch and the
existing pavement shall then be carefully painted with hot asphalt cement or asphalt emulsion and
shall be immediately covered with dry paving sand before the asphalt cement solidifies. The inside
throat of the manhole shall be thoroughly mortared and plastered.
Adjustment of inlets: The final alignment and grade of cast iron frames for new and old inlets to be
adjusted to grade will be established from the forms or adjacent pavement surfaces. The final
adjustment of the top of the inlet will be performed in similar manner to the above for manholes. On
asphalt concrete paving projects using curb and gutter section, that portion of the cast iron frame not
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embedded in the gutter section shall be solidly embedded in concrete also. The concrete shall extend
a minimum of six inches beyond the edge of the casting and shall be left 2 inches below the top of the
frame so that the wearing course of asphalt concrete pavement will butt the cast iron frame. The
existing concrete pavement and edge of the casting shall be painted with hot asphalt cement.
Adjustments in the inlet structure shall be constructed in the same manner and of the same material as
that required for new inlets.The inside of the inlets shall be mortared and plastered.
Monuments and cast iron frame and cover: monuments and monument castings shall be adjusted to
grade in the same manner as for manholes.
Valve box castings: adjustments of valve box castings shall be made in the same manner as for
manholes.
7-05.3(3) Connections to Existing Manholes
Section 7-05.3(3) is supplemented by adding the following:
(******)
Where shown on the Plans, new drain pipes shall be connected to existing line, catch basin, curb
inlets and/or manholes. The Contractor shall be required to core drill into the structure, shape the new
pipe to fit and re-grout the opening in a workmanlike manner. Where directed by the Engineer or rrr
where shown on the Plans, additional structure channeling will be required.
Connections to existing sanitary sewer manholes shall be core drilled. Couplings shall be equal to
"Kor-n-Seal"boots. Existing sanitary sewer manholes shall be cleaned,repaired, and re-channeled as
necessary to match the new pipe configuration and as shown on the Construction Plans.
A "connection to existing" item will be allowed at any connection of a new line to an existing go
structure, or the connection of a new structure to a existing line. No "connection to existing" will be
accepted at the location of new installation,relocation and adjustment of line manholes, catch basins,
or curb inlets.
.0
Any damage to existing pipe or structure that is to remain in place resulting from the Contractor's
operations shall be repaired or replaced at her/his own expense.
The unit bid price per each shall be full compensation for all labor,materials and equipment required.
7-05.3(5) Manhole Coatings
Section 7-05.5 is an added new section:
All new sanitary sewer manholes shall be coated as specified below. The following coating system
Specifications shall be used for coating (sealing) all interior concrete surfaces of sanitary sewer
manholes.
Coating Material: High Solids Urethane
Surfaces: Concrete
Surface Preparation: In accordance with SSPC SP-7 + +
(Sweep of brush off blast)
Application: Shop/Field
The drying time between coats shall not exceed 24 hours in any case
System Thickness: 6.0 mils dry film
Coatings: Primer: One coat of Wasser MC-Aroshield(2.0 mils DFT)
Finish:Two or more coats of Wasser MC-Aroshield(min. 4.0 mils DFT)
Color: White
7-05.4 Measurement
Section 7-05.4 is revised and supplemented as follows:
(******) rrr
Manholes will be measured per each. Measurement of manhole heights for payment purposes will be
the distance from finished rim elevation to the invert of the lowest outlet pipe.
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a
Adjustments of new structures and miscellaneous items such as valve boxes shall be considered
incidental to the unit contract price of the new item and no further compensation shall be made.
Connection to existing pipes and structures shall be measured per each.
7-05.5 Payment
Section 7-05.5 is supplemented as follows:
"Adjust Existing ,"per each.
The unit contract price per each for "Adjust Existing shall be full pay for all costs necessary to make the adjustment including restoration of adjacent areas in a manner acceptable to the Engineer.
If no bid item for Structure Excavation Class A or Structure Excavation Class B is included in the
schedule of prices then the work will be considered incidental and its cost should be included in the
NO cost of the pipe.
"Connect to Existing Catch Basin,"per each.
go
"Connect Structure to existing pipe,"per each.
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS
7-08.3 Construction Requirements
7-08.3(1)C Bedding the Pipe
Section 7-08.3(1)C is supplemented by adding the following:
Pipe bedding for PVC sewer pipe shall consist of clean, granular pea gravel consistent with Section 9-
,,, 03.12(3). It shall be placed to a depth of 6" over and 6" under the exterior walls of the pipe.
Hand compaction of the bedding materials under the pipe haunches will be required. Hand
compaction shall be accomplished by using a suitable tamping tool to firmly tamp bedding material
under the haunches of the pipe. Care shall be taken to avoid displacement of the pipe during the
compaction effort.
Pipe bedding shall be considered incidental to the pipe and no further compensation shall be made.
7-08.3(1)D Pipe Foundation
Section 7-08.3(1)D is a new section:
Pipe foundation in poor soil: When soft or unstable material is encountered at the subgrade which, in
the opinion of the Engineer,will not uniformly support the pipe, such material shall be excavated to
an additional depth as required by the Engineer and backfilled with foundation gravel material placed
in maximum 12-inch lifts. Foundation gravel shall be ballast and conform to the requirements of
Section 9-03.9(1) of the Standard Specifications.
�r
Corrections faulty grade: Excess excavation below grade shall be backfilled with foundation gravel
as specified above and thoroughly compacted to the required grade line.
Pipe bedding shall be considered incidental to the pipe and no further compensation shall be made.
7-08.3(2)A Survey Line and Grade
++� Section 7-08.3(2)A is replaced with:
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Survey line and grade control shall be provided in accordance with Sections 1-05.4, 1-05.5 and 1-11 No
in a manner consistent with accepted practices.
The Contractor shall transfer line and grade into the trench where they shall be carried by means of a
laser beam using 50-foot minimum intervals for grade staking. Any other procedure shall have the
written approval of the Engineer.
7-08.3(2)B Pipe Laying—General r ►
Section 7-08.3(2)B is supplemented by adding the following:
Checking of the invert elevation of the pipe may be made by calculations from measurements on the
top of the pipe, or by looking for ponding of 1/2" or less, which indicates a satisfactory condition. At
manholes, when the downstream pipe(s) is of a larger size, pipe(s) shall be laid by matching the
(eight-tenths) flow elevation,unless otherwise approved by the Engineer.
All pipe, fittings, etc. shall be carefully handled and protected against damage, impact shocks, and
free fall. All pipe handling equipment shall be acceptable to the Engineer. Pipe shall not be placed
directly on rough ground but shall be supported in a manner,which will protect the pipe against injury
whenever stored at the trench site or elsewhere. No pipe shall be installed where the lining or coating
show defects that may be harmful as determined by the Engineer. Such damaged lining or coating
shall be repaired,or a new undamaged pipe shall be furnished and installed.
The Contractor shall inspect each pipe and fitting prior to installation to insure that there are not
damaged portions of the pipe. Any defective, damaged, or unsound pipe shall be repaired or replaced.
All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position
in the trench. Pipe shall be kept clean during and after laying. All openings in the pipeline shall be
closed with watertight expandable type sewer plugs at the end of each day's operation, or whenever
the pipe openings are left unattended. The use of burlap, wood, or other similar temporary plugs will
not be permitted.
Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes, the
Engineer may change the alignment and/or the grades. Except for short runs, which may be permitted
by the Engineer, pipes shall be laid uphill on grades exceeding 10 percent. Pipe, which is laid on a
downhill grade, shall be blocked and held in place until sufficient support is furnished by the �++
following pipe to prevent movement.
Unless otherwise required, all pipe shall be laid straight between the changes in alignment, and at
uniform grade between changes in grade. For concrete pipes with elliptical reinforcement, the pipe '
shall be placed with the minor axis of the reinforcement in a vertical position.
Immediately after the pipe joints have been made, proper gasket placement shall be checked with a no
feeler gage as approved by the pipe manufacturer to verify proper gasket placement.
7-08.3(2)E Rubber Gasketed Joints
Section 7-08.3(2)E is supplemented as follows:
Care shall be taken by the Contractor to avoid over pushing the pipe and damaging the pipe or joint
system. Any damaged pipe shall be replaced by the Contractor at his expense.
7-08.3(2)H Sewer Line Connections
Section 7-04.3(2)H is supplemented by adding the following:
All connections not occurring at a manhole or catch basin shall be done utilizing pre-manufactured
tee connectors or pipe sections approved by the Engineer. Any other method or materials proposed
for use in making connections shall be subject to approval by the Engineer.
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Unless otherwise approved by the Engineer, all connections of lateral sewers to existing mains shall
be made through a cast iron saddle secured to the sewer main with stainless steel bands. When the
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++r• existing main is constructed of vitrified clay,plain or reinforced concrete, cast or ductile iron pipe,the
existing main shall be core drilled.
Connections (unless booted connections have been provided for) to existing concrete manholes shall
be core-drilled, and shall have an "O" ring rubber gasket meeting ASTM C-478 in a manhole
coupling equal to the Johns-Manville Asbestos-Cement collar, or use a conical type flexible seal equal
to Kor-N-Seal. PVC pipe connection shall consist of tee, nipple and couplers as approved by the
Engineer.
7-08.3(2)J Placing PVC Pipe
Section 7-08.3(2)J is an added new section:
In the trench,prepared as specified in Section 7-02.3(1)PVC pipe shall be laid beginning at the lower
end, with the bell end upgrade. Pea gravel will be used as the bedding material and extend from 6"
below the bottom of the pipe to 6" above the top of the pipe. When it is necessary to connect to a
' structure with a mudded joint a rubber gasketed concrete adapter-collar will be used at the point of
connection.
7-08.3(3)A Backfilling Sanitary Sewer Trenches
Section 7-08.3(3)A is a new section supplementing 7-08.3(3)
To the maximum extent available, suitable material obtained from trench excavation shall be used for
trench backfill. All material placed as trench backfill shall be free from rocks or stones larger than 8
inches in their greatest dimension,brush, stumps, logs,roots, debris, and organic or other deleterious
materials. No stones or rock shall be placed in the upper three feet of trench backfill. Rock or stones
within the allowable size limit incorporated in the remainder of fills shall be distributed so that they
do not congregate or interfere with proper compaction.
.r.. If the Engineer considers the native material is unsuitable for backfill, or where unsuitable material is
requested by the Engineer to be removed or over-excavated from trench excavations,then Bank Run
Gravel for Trench Backfill Sewer material conforming to the requirements of Section 9-03.19 shall be
used. All native or imported backfill material shall be compacted to 95% of maximum dry density
per ASTM D 1557 unless otherwise specified herein or on the Plans.
Backfill within paved areas shall be compacted to at least 95 percent of maximum dry density as
determined by the modified proctor compaction test,ASTM D1557. This includes the foundation,
backfill, and base course materials. Maximum lift thickness of backfill shall not exceed 24 inches
between the top of the bedding and 4 feet below grade and 12 inches from 4 feet below grade to the
base of the subgrade. The Engineer may be on-site to collect soil samples and to test compaction.
The Contractor shall provide site access at all times for compaction testing and sample collection.
Areas of the trench which fail to meet the compaction requirements shall be removed and replace and
re-compacted at the Contractor's expense.
In cuts transverse to the road alignment and at all utility crossings,the entire trench shall be backfilled
with crushed surfacing. Backfill shall be placed and mechanically compacted in 1-foot maximum
lifts. After backfill and compaction, an immediate cold mix patch shall be placed and maintained in a
manner acceptable to the King County Inspector until replaced with a permanent hot mix patch.
rr
The Contractor shall be responsible for any settlement of backfill, sub-base, and pavement that may
occur during the period stipulated in the Contract conditions. All repairs, that are necessary due to
settlement, shall be made by the Contractor at his expense.
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Backfill in unimproved areas shall be compacted to at least 90 percent of maximum dry density as
determined by the modified proctor compaction test,ASTM D1557.
The Contractor shall be responsible for the disposal of any excess excavated material.
7-08.4 Measurement
The first paragraph of Section 7-08.4 is revised as follows:
(******) err
Gravel backfill for foundations, or gravel backfill for pipe zone bedding when used for foundations,
shall be measured by the cubic yard,including haul, as specified in 2-09, or by the ton.
7-08.5 Payment
Section 7-08.5 is replaced with:
Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are
included in the proposal:
"Gravel Backfill for Foundations Class ",per cubic yard or ton.
"Gravel Backfill for Pipe Zone Bedding",per cubic yard or ton.
All costs associated with furnishing and installing bedding and backfill material within the pipe zone
in the installation of culvert, storm sewer, and sanitary sewer pipes shall be included in the unit
contract price for the type and size of pipe installed.
"Plugging Existing Pipe",per each.
"Commercial Concrete",per cubic yard.
"Structure Excavation Class B",per cubic yard.
"Structure Excavation Class B Incl. Haul",per cubic yard.
Unless specifically identified and provided as separate items, structure excavation, dewatering and rw
backfilling shall be incidental to pipe installation and no further compensation shall be made.
All costs in jointing dissimilar pipe with a coupling or concrete collar shall be included in the unit
contract price per foot for the size and type of pipe being jointed.
"Shoring or Extra Excavation Class B",per square foot. g '
If this pay item is not in the Contract,then it shall be incidental.
7-17 SANITARY SEWERS so
7-17.2 Materials
Section 7-17.2 is replaced with the following: go
Pipe
Gravity sewer pipe shall be as specified herein and as shown on the Plans. The Contractor shall
provide two copies of the pipe manufacturer's technical literature and tables of dimensional
tolerances to the Engineer. Any pipe found to have dimensional tolerances in excess of those
prescribed or having defects, which prevent adequate joint seal or any other damage, shall be rejected.
If requested by the Engineer, not less than three nor more than five lengths of pipe for each size, so
selected from stock by the Engineer, shall be tested as specified for maximum dimensional tolerance
of the respective pipe.
wo
Material for PVC sewer pipe shall meet the requirements of Section 9-05.12.
All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and WA
permanent under normal conditions of handling and storage.
7-17.3 Construction Requirements
7-17.3(1) Protection of Existing Sewerage Facilities
Section 7-17.3(1) is supplemented by adding the following:
74
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r. (******)
When extending an existing sewer, the downstream system shall be protected from construction
debris by placing a screen or trap in the first existing manhole downstream of the connection. It shall
be the Contractor's responsibility to maintain this screen or trap until the new system is placed in
"" service and then to remove it. Any construction debris,which enters the existing downstream system,
shall be removed by the Contractor at his expense, and to the satisfaction of the Engineer. When the
first manhole is set,it's outlet shall be plugged until acceptance by the Engineer.
■r
7-17.3(2)H Television Inspection
Section 7-17.3(2)H is supplemented by adding the following:
(******)
• Once the television inspection has been completed the Contractor shall submit to the Engineer the
written reports of the inspection plus the videotapes. Said videotapes are to be in color and compatible
with the City's viewing and recording systems.
The City system accepts 1/2" wide high density VHS Tapes. The tapes will be run at standard speed
SP (1 5/16 I.P.S.). The City will also accept video submittals on DVD viewable on a standard player
or a CD or DVD compatible with Cues DataCAP 4.0.
7-17.4 Measurement
Section 7-17.4 is supplemented as follows:
rw Measurement of"Bank Run Gravel for Trench Backfill Sewer" will be determined by the cubic yard
in place,measured by the neat line dimensions shown in the Plans, or by the ton on truck tickets.
7-17.5 Payment
Section 7-17.5 is revised and supplemented as follows:
Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are
included in the proposal:
"Plain Conc. Sewer Pipe_In. Diam.",per linear foot.
"Cl. Rein£ Conc. Sewer Pipe_In. Diam.",per linear foot.
�w
"PVC-Sanitary Sewer Pipe In.Diam.",per linear foot.
"Ductile Iron Sewer Pipe In. Diam.",per linear foot.
The unit contract price per linear foot for sewer pipe of the kind and size specified shall be full pay
w for furnishing, hauling, and assembling in place the completed installation including all wyes, tees,
special fittings, joint materials, bedding material, and adjustment of inverts to manholes for the
completion of the installation to the required lines and grades.
"Testing Sewer Pipe",per linear foot.
The unit contract price per linear foot for"Testing Sewer Pipe" shall be full pay for all labor, material
and equipment required to conduct the leakage tests required in Section 7-17.3(2). If no unit price for
"Testing Sewer Pipe"is included it shall be considered incidental to the pipe items.
+r
"Removal and Replacement of Unsuitable Material",per cubic yard.
The unit contract price per cubic yard for "Removal and Replacement of Unsuitable Material" shall
.r be full pay for all work to remove unsuitable material and replace and compact suitable material as
specified in Section 7-08.3(1)A.
"Bank Run Gravel for Trench Backfill Sewer",per cubic yard or ton.
w. The unit contract price per cubic yard or ton for "Bank Run Gravel for Trench Backfill Sewer" shall
be full pay for all work to furnish,place, and compact material in the trench.
5-09 RAISED PAVEMENT MARKERS
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8-09.5 Payment
Section 8-09.5 has been revised as follows:
Payment will be made for each of the following bid items that are included in the proposal:
"Raised Pavement Marker Type 1",per each.
"Raised Pavement Marker Type 2",per each.
"Raised Pavement Marker Type 3- In.",per each.
"Recessed Pavement Marker",per each.
The unit contract price per each for "Raised Pavement Marker Type I", "Raised Pavement Marker
Type 2", and "Raised Pavement Marker Type 3- In." and "Recessed Pavement Marker" shall
be full pay for all labor, materials, and equipment necessary for furnishing and installing the markers
in accordance with these Specifications, including all cost involved with traffic control unless traffic
control is listed in the Contract as a separate pay item.
8-13 MONUMENT CASES
8-13.1 Description
Section 8-13.1 is revised and supplemented as follows:
This work shall consist of furnishing and placing monument cases and covers, in accordance with the
Standard Plans and these Specifications,in conformity with the lines and locations shown in the Plans
or as staked by the Engineer or by the Contractor supplied surveyor.
8-13.3 Construction Requirements
Paragraphs 2 and 3 of Section 8-13.3 is revised and supplemented as follows:
The monument will be furnished and set by the Engineer or by the Contractor supplied surveyor. rr
When existing monuments will be impacted by a project, the Contractor shall be responsible for
assuring that a registered surveyor references the existing monuments prior to construction. After
construction is complete, the monuments shall be re-established by the surveyor in accordance with
RCW58.09.130.
8-13.4 Measurement
Section 8-13.4 is supplemented by adding the following:
All costs for surveying and resetting existing monuments impacted by construction shall be
considered incidental to the Contract unless specifically called out to be paid as a bid item. r
8-13.5 Payment
Section 8-13.5 is supplemented by adding the following:
"Reset Existing Monument"per each.
Resetting an existing monument impacted by construction shall be incidental unless included as a pay
item in the Schedule of Prices.
8-22 PAVEMENT MARKING
8-22.1 Description
The following item in Section 8-22.1 is revised as follows:
(******) i
Crosswalk Stripe
76
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«rt A SOLID WHITE line, 8 inches wide and 10-feet long, installed parallel to another crosswalk stripe
and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes.
See detail sheet.
Skip Center Line (Replacement)
A BROKEN YELLOW line 4 inches wide. The broken or "skip"pattern shall be based on a 24-foot
unit consisting of a 9-foot line and a 15-foot gap. Skip center strip is used as centerline delineation on
two-lane or three-lane, two-way highways.
Double Yellow Center Line(Replacement)
Two SOLID YELLOW lines, each 4 inches wide, separated by a 4-inch space. Double yellow center
wr stripe is used as centerline delineation on multilane,two-way highways and for channelization.
Approach Line (New)
A SOLID WHITE line, 8 inches wide, used to separate left and right turning movements from
through movements, to separate high occupancy vehicle lanes from general-purpose lanes, for islands,
hash marks, and other applications. Hash mark stripes shall be placed on 45-degree angle and 10 feet
apart.
Lane Line (Replacement)
A BROKEN WHITE line, 4 inches wide, used to delineate adjacent lanes traveling in the same
direction.The broken or"skip"pattern shall be based on a 24-foot unit consisting of a 9-foot line and
wr a 15-foot gap.
Two Way Left Turn Line(Replacement)
A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated
by a 4-inch space.The broken or"skip"pattern shall be based on a 24-foot unit consisting of a 9-foot
line and a 15-foot space.The solid line shall be installed to the right of the broken line in the direction
of travel.
Crosswalk Line(Replacement)
A SOLID WHITE line, 8 inches wide and 10 feet long, installed parallel to another crosswalk stripe
and parallel to the direction of traffic flow and centered in pairs on lane lines and the center of lanes.
+err See detail sheet.
Stop Line (Replacement)
A SOLID WHITE line 12, 18, or 24 inches wide as noted on the Contract Plans.
8-22.3(5) Installation Instructions
Section 8-22.3(5)is revised as follows:
r
(******)
A manufacturer's technical representative need not be present at the initial material installation to
approve the installation procedure.
8-22.5 Payment
Section 8-22.5 is supplemented as follows:
(******)
"Approach Stripe,"per linear foot.
r
"Remove Paint Line ....." wide," per linear foot.*
"Remove Plastic Line ......" Wide," per linear foot.*
"Remove existing traffic markings, "per Lump Sum.*
ow *The linear foot contract price for"Remove Paint Line" and "Remove Plastic Line" and the lump sum
contract price for "Remove existing traffic markings" shall be full compensation for furnishing all
labor, tools, material, and equipment necessary for removal of existing traffic markings as per the
ow
77
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Plans, Specifications and detail sheets. If these pay items do not appear in the contract schedule of
prices, then the removal of old or conflicting traffic markings required to complete the channelization
of the project as shown on the Plans or detail sheets shall be considered incidental to other items in
the Contract and no further compensation shall be made. VW
8-23 TEMPORARY PAVEMENT MARKINGS
8-23.5 Payment
Section 8-23.5 is supplemented with the following:
If no pay item is included in the Contract for installation, or for removal of temporary pavement
markings, then all costs associated with these items are considered incidental to other items in the
Contract or included under"Traffic Control," if that item is included as a bid item.
9-03.8(7) HMA Tolerances and Adjustments
Item 1 is deleted and replaced with:
(******)
1. Job Mix Formula Tolerances. After the JMF is determined as required in 5-04.3(7)A, the
constituents of the mixture at the time of acceptance shall conform to the following tolerances:
Nonstatistical Commercial
Evaluation Evaluation
Aggregate,percent passing
1", 3/4", '/2", and 3/8" sieves ±6% ±8%
U.S.No. 4 sieve ±6% +8% ,rr
U.S.No. 8 sieve ±6% ±8%
U.S.No. 16 sieve ±4% ±6%
U.S.No. 30 sieve ±4% ±6% No
U.S.No. 50 sieve ±4% ±6%
U.S.No. 100 sieve ±3% ±5%
U.S.No. 200 sieve ±2.0% ±3.0% ■r
Asphalt Binder ±0.5% ±0.7%
VMA 1.5%below minimum value in 9-03.8(2) wti
VFA min. and max. as listed in 9-03.8(2)
Va 2.5%minimum and 5.5%maximum
W
These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance
limit for aggregate shall not exceed the limits of the control point's section, except the tolerance limits
for sieves designated as 100%passing will be 99-100.
9-08 PAINTS
9-08.8 Manhole Coating System Products
Section 9-08.8 is a new section and subsections:
err
9-08.8(1) Coating Systems Specification
A. High Solids Urethane
Coating System: CI 00
Coating Material: High Solids Urethane
Surfaces: Concrete
78
00 Surface In accordance with SSPC
Preparation: SP-7 (Sweep or brush off
blast)
Application: Shop/Field:The drying
w time between coats shall
not exceed 24hours in
any case
System Thickness: 6.0 mils dry film
Coatings: Primer: One coat of
Wasser MC-Aroshield
high solids urethane (2.0
DFT)Finish: Two or
more coats of Wasser
MC-Aroshield(min.4.0
DFT)
Color: White
6-12.3(3) Rejection Of Material
The Inspector will have the authority to reject any defective material and to suspend any work that is
being improperly done, subject to the final decision of the Engineer. All rejected material will be
�w removed from the construction site and any rejected work shall be repaired or replaced at no
additional cost to the Owner.
6-12.4 Measurement
Measurement of the finished rock wall for payment will be made from the footing grade to the top of
the wall and rounded to the nearest square yard.
6-12.5 Payment
Payment will be made under the item"rock retaining wall",per square yard.
The unit price per square yard shall be full compensation for the rockery/rock retaining wall in place
w and shall include all work, materials, and equipment required to complete the installation, including
drainage pipe and all other items.
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79
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GEOTECHINCAL REPORT
KLE/NFELDER
s.r,n amore.xrphe wueo�c
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Prepared for:
City of Renton
Planning/Building/Public Works Department
1055 South Grady Way
.t Renton, Washington 98057
Geotechnical Engineering Report
White Fence Ranch Sanitpry Sewer Interceptor
.. 155"'Avenue SE and 1560 Avenue SE
Renton, Washington
Prepared by:
1, W,q s
e
b
exalaes 8/10/00,
Jason L. Washburn, P.E. Rolf B. Hyllseth, P.E., L.G.
Project Geotechnical Engineer Senior Geotechnical Engineer
KLEINFELDER
2405 140th Ave NE, Suite A101
Bellevue, Washington 98005
Office: (425) 562-4200
Fax: (425) 562-4201
wr
June 6, 2008
Kleinfelder Job No. 92850
do
Copyright 2008
All Rights Reserved
do
'This document was prepared for use only by the client,only for the purposes stated,and within a reasonable time from issuance.
Non-commercial,educational and scientific use of this report by regulatory agencies is regarded as a fair use and not a violation of
copyright.Regulatory agencies may make additional copies of this document for internal use.Copies may also be made available to
the public as required by law.The reprint must acknowledge the copyright and indicate that permission to reprint has been
wr received."
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TABLE OF CONTENTS
EXECUTIVE SUMMARY.................................................................................................1
�. 1.0 INTRODUCTION...................................................................................................2
1.1 GENERAL..................................................................................................2
1.2 PROJECT DESCRIPTION.........................................................................2
1.3 SCOPE OF SERVICES AND AUTHORIZATION.......................................2
2.0 FIELD AND LABORATORY PROGRAMS...........................................................3
w. 2.1 GENERAL..................................................................................................3
2.2 BORINGS...................................................................................................3
2.3 MONITORING WELL INSTALLATION PROCEDURES.............................4
2.4 LABORATORY TESTING ..........................................................................5
3.0 SITE CONDITIONS...............................................................................................6
3.1 SURFACE CONDITIONS...........................................................................6
3.2 SOIL CONDITIONS...................................... ..................6
............................
3.3 GROUNDWATER CONDITIONS...............................................................7
4.0 CONCLUSIONS AND RECOMMENDATIONS.....................................................9
4.1 GENERAL..................................................................................................9
4.2 EXCAVATION CONDITIONS.....................................................................9
4.3 DEWATERING CONSIDERATIONS........................................................10
4.4 PIPELINE BEDDING AND SUPPORT.....................................................10
4.5 EXCAVATION BACKFILL........................................................................11
4.6 PIPE SETTLEMENT ................................................................................13
4.7 WET WEATHER EARTHWORK..............................................................13
4.8 DRAINAGE AND EROSION.....................................................................13
4.9 PAVEMENT RECONSTRUCTION...........................................................14
5.0 LIMITATIONS.....................................................................................................15
6.0 REFERENCES ....17
....................................................................................................
92850/8EA8R062.doc Page i of ii June 6,2008
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FIGURES
+�• Figure 1: Site Vicinity Map
Figure 2: Site & Exploration Plan /Geologic Profile (Drawing No. S-2)
Figure 3: Site & Exploration Plan/Geologic Profile (Drawing No. S-3)
Figure 4: Site & Exploration Plan /Geologic Profile (Drawing No. S-4)
Figure 5: Site & Exploration Plan/Geologic Profile (Drawing No. S-5)
Figure 6: Site & Exploration Plan/Geologic Profile (Drawing No. S-6)
Figure 7: Site& Exploration Plan/Geologic Profile (Drawing No. S-7)
... Figure 8: Site & Exploration Plan /Geologic Profile (Drawing No. S-8)
Figure 9: Site & Exploration Plan/Geologic Profile (Drawing No. S-9)
Figure 10: Site & Exploration Plan/Geologic Profile (Drawing No. S-10)
Figure 11: Site & Exploration Plan /Geologic Profile (Drawing No. S-11)
'�' Figure 12: Site & Exploration Plan /Geologic Profile (Drawing No. S-12)
APPENDICES
Appendix A: Exploration Logs
Appendix B: Laboratory Test Results
+W Appendix C: Important Information About Your Geotechnical Engineering Report
d.
Im
ON
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92850/SFABR062.doc Page ii of ii June 6,2008
Copyright 2008 Kleinfelder
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EXECUTIVE SUMMARY
A brief summary of the main points discussed in this report include:
. The site is underlain predominately by surficial alluvial deposits over weathered
and unweathered glacial till at depth, with lenses of sand and gravel.
• Majority of the anticipated excavation depth is within the upper alluvium,
weathered till, and about 5 to 10 feet into the underlying very dense glacial till.
• Contractor should anticipate encountering perched groundwater seepage within
the planned excavation depth of up to about 15 feet, particularly at the
weathered/unweathered glacial till contact and within relatively thin permeable
zones within the glacial till. Dewatering can likely be handled by conventional
sump pump methods. Although unlikely, there may be some areas (especially
unexplored areas) where the zones are thick enough or continuous enough to
require well points.
The soils are generally silty and wet, and would likely require moisture
conditioning to be used as structural backfill. Excavated soils may only be
suitable for structural backfill during dry weather conditions. Select imported
granular structural fill, such as clean sand and gravel, may be required for
structural backfill, especially during the wet winter months of the year.
• Normal bedding is anticipated to be appropriate.
92850/SEABR062.doc Page 1 of 17 June 6,2008
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1.0 INTRODUCTION
am
1.1 GENERAL
WA This report presents the results of a geotechnical engineering study completed by
Kleinfelder West, Inc. (Kleinfelder) for the proposed White Fence Ranch Sanitary Sewer
Interceptor pipeline north of SE 128th Street, along 155th Avenue SE and 156th Avenue
'w SE with a connection along SE 124th Street. The interceptor line ties into an existing
sanitary sewer line in the City of Renton, Washington. The project location and general
sewer interceptor layout are shown on the enclosed Vicinity Map (Figure 1) and Site
and Exploration Plans (Figures 2 through 12). The purpose of our study was to
evaluate the subsurface conditions along the project alignment and provide general
geotechnical recommendations for design and construction of the proposed sewer
pipelines.
1.2 PROJECT DESCRIPTION
We understand that the City of Renton is planning to install two parallel sewer sections
1' along 155th and 156th Avenue, each about 2,500 feet long, and a section connecting the
two parallel sections along 124th Street. The lines will be connected to an existing
sanitary sewer manhole located at the intersection of 155th Avenue SE and SE 124th
Street. It is anticipated that the pipeline will likely be installed using standard open
trenching construction. As proposed, the project will involve construction of interceptor
gravity pipelines buried from about 5 to 15 feet below the exiting ground surface. The
lines will drain from the north and south ends of 155th and 156th towards SE 124th
Street.
1.3 SCOPE OF SERVICES AND AUTHORIZATION
The work was performed in accordance with the scope of work described in our
Proposal for Geotechnical Engineering Services, dated February 28, 2008. Written
authorization and a signed consultant Agreement for the work was provided on March
26, 2008.
92850/SEA8R062.doc Page 2 of 17 June 6,2008
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2.0 FIELD AND LABORATORY PROGRAMS
2.1 GENERAL
We explored surface and subsurface conditions at the project site during a series of site
visits from April 3 through May 21, 2008. Our exploration and testing program included
the following elements:
• A visual surface reconnaissance of the site;
aw • Thirteen hollow-stem auger borings with Standard Penetration Tests, advanced
at strategic locations along the proposed sewer line alignment;
Three Monitoring Wells installed at selected depths in three borings and
monitored over the course of two months following installation during two
separate site visits;
Eight Grain Size Analyses (Sieves), performed on representative soil samples
obtained from the site soils;
• Twenty-five Moisture Content determinations, performed on representative soil
samples obtained from the site soils; and
• A review of published geologic and seismologic maps and literature.
2.2 BORINGS
The thirteen borings advanced for this project at the approximate locations shown on
Figures 2 through 12 extended to depths of 25 to 26.5 feet below the ground surface
(bgs). Groundwater monitoring wells (piezometers) were also installed in three of the
borings, as discussed in more detail below. Descriptive logs of our borings and
monitoring wells (designated 13H-1 through 131-1-13) are presented in Appendix A. The
locations of all explorations were obtained by measuring from existing features and
` scaling these measurements onto a site plan supplied to us. We then estimated the
surface elevation at these locations by informal field surveying methods and by
interpolating between contour lines shown on the topographic site plan. The
approximate elevations and relative locations depicted on Figures 2 through 4 should be
considered accurate only to the degree permitted by our data sources, the surveying
methods used, and implied by our measuring methods.
�. The exploratory borings were advanced with a hollow-stem auger on April 3, 4, and 7,
2008, using a track-mounted drill rig operated by an independent drilling firm working
under subcontract to Kleinfelder. A geotechnical engineer or geologist representative
from our firm continuously observed the borings, logged the subsurface conditions, and
92850/SEA8R062.doc Page 3 of 17 June 6,2008
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collected representative soil samples. All samples were stored in sealed plastic jars
and later transported to our laboratory for further visual examination and testing. After
each boring was completed, the borehole was backfilled with a mixture of bentonite
chips and soil cuttings, or converted to a ground water monitoring well, and the surface
was patched with asphalt or concrete (where appropriate). Flush monuments set in
concrete were installed at each well location.
Soil samples were obtained at 2%- or 5-foot depth intervals by means of the Standard
Penetration Test (SPT) per ASTM:D-1586. This testing and sampling procedure
consists of driving a standard 2-inch outside diameter steel split-spoon sampler 18
inches into the soil with a 140-pound hammer free-falling 30 inches. The number of
blows required to drive the sampler through each 6-inch interval is counted, and the
total number of blows struck during the final 12 inches is recorded as the Standard
Penetration Resistance, or "SPT blow count." Groundwater depth shown on the logs
for the time of drilling were based on the moisture content of soil samples, the wetted
height on the drilling rods, and the water level measured in the borehole after the auger
has been extracted. It should be noted that these initial groundwater depth readings
can be unreliable.
2.3 MONITORING WELL INSTALLATION PROCEDURES
The groundwater monitoring wells (piezometers) were installed by the subcontracted
drilling firm in each of the borings, in general accordance with Washington State
Department of Ecology (DOE) requirements. Two-inch diameter PVC piezometers, with
slotted PVC screen intervals at depth, were installed in boreholes BH-7, BH-8, and BH-
10 at the time of drilling. The screen interval in piezometer BH-7 extends from 14 to 24
feet below ground surface, while the screen interval in BH-8 and BH-10 extends from 15
to 25 feet below ground surface. The annulus around the screened interval was
backfilled with clean silica sand to approximately 7 to 8 feet above the screened
.. interval. Saturated bentonite chips extended from the top of the sand pack to within
approximately 2 feet of the ground surface. To protect the top of the piezometer wells,
steel monuments were set flush to the road level with concrete. Actual piezometer
construction data is depicted on the attached boring logs.
Two separate groundwater readings were obtained in the three piezometers at about
two and seven weeks after installation.
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2.4 LABORATORY TESTING
Laboratory tests were conducted on selected samples obtained from the explorations to
characterize relevant engineering and index properties of the soils encountered in the
borings. Laboratory tests on this project included determination of twenty-five moisture
contents and eight grain size distributions (sieves). The tests were conducted in general
accordance with appropriate American Society of Testing and Materials (ASTM)
standards; the standard testing procedures are summarized in the sections below and
the test results are presented in Appendix B. Graphical results of certain laboratory
tests are also depicted on the exploration logs in Appendix A.
• Visual soil classifications were conducted on all samples in the field and on
selected samples in our laboratory. All soils were classified in general
accordance with the United Soil Classification System, which includes color,
relative moisture content, primary soil type (based on grain size), and any minor
constituent soil types.
• Moisture content determination tests were performed on representative samples
to aid in identification and correlation of soil types. Twenty-five moisture content
determinations were made in general accordance with ASTM:D-2216.
Grain size analysis tests indicate the range of soil particle sizes included in a
particular sample. Eight grain size analyses were performed on representative
samples in general accordance with ASTM:D-422.
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3.0 SITE CONDITIONS
3.1 SURFACE CONDITIONS
The project site extends along 155th Avenue SE and 156th Avenue SE and bounded by
SE 120th Street to the north and SE 128th Street to the South. The residential lots along
the roadway are mostly developed with single-family residences. Topography generally
slopes from SE 128th Street downward to just south of SE 124th Street, at which point
the slope breaks and is relatively flat to slightly upward sloping to the north. The overall
topographical relief is about 26 feet across the entire sewer alignment. 155th Avenue
SE and 156th Avenue SE are asphalt paved. Drainage is provided by ditches along the
shoulders with some areas having catch basins and buried pipe. Standing and flowing
water was observed in a large percentage of the ditches during our site visits on April
22, 2008 and to a lesser extent on May 21, 2008. The general area north of SE 124th
Street is lower lying and appears to be wetter. Stormwater runoff generally appears to
be flowing to this area.
3.2 GENERAL GEOLOGIC CONDITIONS
General geological information for the project area was obtained from the Geologic Map
of King County, March 2007. Based on this source, the native soils are Vashon Till
described as consisting of gravels and sands in silt matrix. These soils are generally
very dense with an upper weathered zone.
3.3 SOIL CONDITIONS
Based on the thirteen borings advanced at the site, the soil conditions along the
proposed sewer alignment generally consists of weathered till over unweathered glacial
till, with advanced outwash at depth, The Geologic Profiles (Figures 2 through 12)
4M illustrate our stratigraphic interpretations along the proposed sewer alignment. It should
be noted that these profiles are schematics only, with actual subsurface conditions in
unexplored areas likely being different from those observed at the boring locations.
Specific descriptions of the soils units include
4M
FILL: This unit was not encountered in all of the borings and appeared to be
randomly located across the site in relatively thin layers of no greater than 2 feet.
Where encountered, the fill generally consisted of medium dense, silty gravel
with sand and is thought to be associated with the pavement section.
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ORGANIC SILT: This unit consisted of a 3 to 4 feet thick surface soil layer
encountered mainly in the vicinity of SE 124th Street.
ALLUVIUM: This unit was encountered in nine of the thirteen borings.
Thicknesses ranged from roughly 4.5 to 8 feet. The alluvium typically consisted
of loose/soft to medium dense/very stiff, sandy silt/silty sand with variable gravel.
In three borings, the alluvium consisted of a soft to medium stiff, organic silt.
• WEATHERED GLACIAL TILL: The soil consists of medium dense to dense, silty
�. sand with gravel. This soil comprises the type that will be encountered the most
in the excavation.
GLACIAL TILL: Underlying the weathered glacial till when encountered at the
boring locations was a dense to very dense, silty sand with gravel. The
r.. excavation may extend from 5 to 10 feet into this unit.
LAWTON SILT: This unit was encountered in borings 131-1-4, 131-1-5, and BH-12
underlying fill and alluvium. It consists of very stiff to hard, silt. The soil will likely
only be encountered during excavation in the vicinity of boring 131-1-5.
3.4 GROUNDWATER CONDITIONS
The groundwater conditions at the site, based on drilling observations and monitoring
well readings, are summarized in the table below:
Screened-Well `
!°►PPranc. , . Depth = Abo ee
Section:
Surface Inferred pipe
Elevation* Top Bottom While Piezoineter Data . Invert Z 11
Bolin„ ft .: Ft : Drilling` Date De th- ft Elevation it ft
�. B-7 518 20 30 6 4122108 4.5 513.5 4.5
5/21/08 4.7 513.3 4.3
B-8 523 10 20 5 4/22108 2.6 520.4 5.4
.,.
5/21/08 3.3 519.7 4.7
B-10 532 10 20 7 4/22/08 3.6 528.4 5
5/21/08 1 4.4 527.6 4.2
* Surface elevation estimated from White Fench Ranch Sanitary Sewer Extension
drawings dated April 2008.
* * Includes sand pack
For the purposes if this report, we propose the following groundwater description for the
proposed project:
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• The groundwater seepage observed during drilling and in the monitoring wells is
likely from perched groundwater zones atop the weathered and unweathered
glacial till.
The runoff water observed in the drainage ditches appear to be at elevations
similar to those measured in the borings.
Numerous permeable sand and gravel zones likely occur within the glacial till
units; these will act as limited, discontinuous water bearing zones within the
planned trench line, particularly at the weathered till/unweathered till contact and
sand seams.
• In several borings, no shallow perched groundwater was encountered even
though adjacent drainage ditches contained water. This is likely due to higher silt
content of the alluvium present at these locations, which would exhibit a relatively
lower permeability, in turn resulting in less seepage into borings or excavations.
Groundwater levels will likely fluctuate throughout the year in response to changing
precipitation patterns, off-site construction activities, changes in site utilization, and
other factors. Typically, higher levels probably occur during the winter and early spring
months, while lower levels may occur during the drier summer and early fall months.
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4.0 CONCLUSIONS AND RECOMMENDATIONS
4.1 GENERAL
The results of our studies indicate that the majority of the new sewer line extension
excavation will be within loose to medium dense alluvial sand/silty sand/silt soils,
medium dense, weathered glacial till, and very dense, glacial till, containing lenses of
sand and gravel. The shallower portions of the excavation will likely be in loose/medium
stiff to dense/very stiff alluvium, soft to medium stiff, organic silt and hard, Lawton silt.
Minor amounts of medium dense fill may be encountered at the surface within portions
of the site. We anticipate that the sewer sections constructed within these soils can be
installed by conventional trenching techniques utilizing trackhoe excavators and trench
boxes for temporary shoring. Groundwater seepage will likely be encountered at
various depths as the excavation intersects the discontinuous water bearing zones in
alluvium, weathered till, and till particularly at the weathered/unweathered till contact.
As is typical for pipeline projects, we have assumed that the contractor will be
responsible for developing the means and methods for excavation, shoring, dewatering,
and other aspects of the work. Thus, the geotechnical comments in this section are
do general and not speck.
4.2 EXCAVATION CONDITIONS
to Excavation depths for the proposed sewer pipelines are anticipated to range from about
5 to 15 feet in depth. We anticipate that excavation into the fill, organic silt, alluvium,
ow Lawton silt, weathered glacial till, and glacial till can be accomplished using
conventional trenching techniques and heavy excavating equipment, such as track-
mounted excavators and trench boxes. It should be anticipated that localized zones of
N' very dense materials and boulders may be encountered within the glacial till units.
These conditions may present excavation problems and may require the use of an
impact hammer mounted on the trackhoe.
Temporary excavations support should conform to current federal, state and/or local
regulations. Temporary excavations in excess of 4 feet vertical height must be sloped
or supported in accordance with Part N of Washington Administrative Code (WAC)
296-155. We anticipate that a standard trench box shoring system would be used on
this project. However, the contractor should be responsible for providing and
maintaining adequate shoring protection/stable slopes, as well as repairing any damage
to adjacent areas due to ground loss associated with the excavation or
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installation/removal of the trench box. If heavy seepage or ground sloughing occur,
do other means of shoring may be required in some areas.
4.3 DEWATERING CONSIDERATIONS
so As discussed in Section 3.3, it is anticipated that a series of perched groundwater zones
will be encountered during trenching, resulting in seepage into the excavation. We
go anticipate the majority of the perched groundwater will come from the alluvium and
weathered glacial till overlying the till, or from isolated, water-bearing sand/gravel lenses
to within the glacial till. It is likely that perched groundwater from these soil units will be of
a limited quantity and will be considerably less in drier months of the year. The
selection of the most appropriate dewatering system will ultimately depend upon the
r actual subsurface conditions encountered during construction. Based on previous
experience with excavations into similar soils, it is likely that the groundwater flows can
be handled by pumping from sumps inside of the excavation. However, there may be
some areas where the zones are thick enough or continuous enough to require a well
point dewatering system, especially in unexplored areas of the site.
The contractor is responsible for the design, installation and operation of the dewatering
system and should be required to submit a dewatering plan in writing to the owner. We
recommend that Kleinfelder be allowed to review the dewatering plans and
specifications developed by the contractor.
4.4 PIPELINE BEDDING AND SUPPORT
The medium dense to very dense weathered glacial till, glacial till, and Lawton silt
encountered beneath the majority of the pipe invert elevations along the planned sewer
alignment are expected to provide suitable support for the pipes, provided the trench
excavation is properly dewatered and the subgrade soils are not disturbed during
excavation and pipe installation. A section of the pipe is located in alluvium between
roughly Manhole #3 and Manhole #5. The alluvium in this area is anticipated to be
medium dense and suitable for support of the pipe. We recommend that any peat or
other soft, organic, or disturbed material encountered at the base of the excavations be
.. removed and replaced with compacted crushed rock satisfying the specifications of
Section 9-03.9(1) of the 2006 WSDOT Standard Specifications, or as otherwise dictated
• by the City of Renton Standard Specifications for utility installation. We recommend a
Kleinfelder geotechnical engineer inspect the excavation base prior to bedding material
placement to assess the subgrade suitability and the need for over-excavation.
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If boulders are removed by overexcavation, the resulting void below the pipe support
zone could be filled with CDF or compacted structural fill. Should subgrade areas
become soft due to disturbance or the influence of water, they should be overexcavated
to firm ground and backfilled with crushed rock, structural fill or CDF. Where this work
is required due to the contractor's failure to protect the subgrade, the repair should be
done at the contractor's expense.
We do not anticipate anything unique or unusual about the soil conditions at the base of
the planned sewer line trench excavation. Thus, normal City of Renton pipeline bedding
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requirements can be used. General pipe bedding recommendations for open trench
pipeline construction are presented below.
4WR
Pipe bedding material, placement, compaction, and shaping should be in
accordance with the pipe manufacturer's recommendations and the City of
r. Renton's Standard Specifications.
Pipe bedding materials should be placed on relatively undisturbed native soils, or
• on compacted fill soils. If the native subgrade soils are disturbed, the disturbed
material should be removed and replaced with compacted bedding material.
Pipe bedding material and/or backfill around the pipe should be placed in layers
and tamped with a suitable small compactor to obtain complete contact with the
pipe. In areas where a trench box is used, the bedding material should be
"" placed before the trench box is advanced.
4.6 EXCAVATION BACKFILL
wr
The soils encountered in the proposed trench excavations will likely consist of silty
sand/sandy silt, organic silt, and silt with variable gravel. These soils exhibit relatively
high silt content and are generally expected to be highly moisture sensitive. We
anticipate that these silty/sandy soils may only be reworked and recompacted given
favorable weather conditions when they can be aerated to reduce their moisture
content. Furthermore, these soils are expected to be difficult or impractical to dry out
and properly compact during wet weather, due to their high silt content and in-place
moisture condition. In addition, soils used for pipeline trench backfill should not contain
any organic matter or debris, nor any individual particles greater than about 6 inches in
diameter.
Given the moisture sensitive nature of the native soils, we recommend that provisions
for imported, select trench backfill be included in the contract documents, as a prudent
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measure. However, native soils may be suitable for use in some circumstances, based
so on an evaluation and approval in the field by the City of Renton during construction.
Imported fill should consist of clean sand and gravel (pit-run), satisfying the
Ow requirements of Section 9-03.14(1), Gravel Borrow, of the 2006 INSDOT Standard
Specifications.
as Backfill material should be placed in 8 to 12-inch loose lifts and compacted using
vibratory mechanical compaction equipment. Appropriate lift thicknesses depend on the
material and the type of compaction equipment. If lightweight compacting equipment is
used, lift thicknesses should be reduced. The initial lifts of the backfill material should
not be dropped or bulldozed directly on the pipes. The use of heavy vibratory
equipment should not be permitted directly over the pipe until a minimum of 2 feet of
loose backfill have been placed and compacted above the pipe with lighter equipment.
aw Fill soil compaction should be verified by means of in-place density tests performed
during fill placement, so that adequacy of soil compaction efforts may be evaluated as
earthwork progresses.
as
To provide adequate pavement subgrade support, we recommend that trench backfill
ON placed within the upper 2 feet of the backfill zone in roadway areas should be
compacted to at least 95 percent of its Modified Proctor maximum dry density (MDD),
as determined in accordance with ASTM:D-1557. Within other areas, or more than
2 feet below roadway subgrade elevations, the trench backfill should be compacted to
at least 90 percent the Modified Proctor MDD. In order to achieve these compaction
requirements, the moisture content of backfill material should be within 2 to 3% of its
optimum value.
In general, trench backfill compacted to 95 percent could settle about 1 to 2 percent of
its thickness, whereas backfill compacted to 90 percent could settle slightly more. In
our experience, less than 90 percent backfill compaction could lead to excessive
settlement and is not recommended. It should be noted that many municipal standards
for construction work within right-of-way areas requires 95 percent density, based on
.r the Standard Proctor test (ASTM:D-698). This requirement is generally equivalent to
about 90 percent compaction using the more stringent Modred Proctor criteria
(ASTM:D-1557).
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4.6 PIPE SETTLEMENT
do Construction of the proposed pipelines will result in little or no increase in soil bearing
stress, and as a result, negligible post-construction pipe settlement is expected.
However, disturbance of the bearing soils for the proposed pipelines during construction
could result in future pipeline settlement. If the subgrade soils are disturbed during
construction, the bottom of the trench should be over-excavated and replaced as
described in Section 4.5 (Pipeline Bedding and Support. The recommendations for
over-excavation and replacement of unsuitable materials below pipe invert levels are
„�. intended to minimize such settlements.
4.7 WET WEATHER EARTHWORK
If earthwork is to be performed or fill is to be placed in wet weather or under wet
subsurface conditions, when the control of soil moisture content is difficult, the following
recommendations should be followed:
Earthwork should be accomplished in small sections to minimize exposure to wet
.. weather. Excavation or the removal of unsuitable soil should be followed
promptly by the placement and compaction of a suitable thickness of clean
granular fill. The size and type of construction equipment used may have to be
limited to prevent soil disturbance;
Granular fill material should consist of clean soil containing less than 5 percent
fines (material passing the U.S. Standard No. 200 sieve), based on wet sieving
the fraction passing the 3/-inch sieve.
The ground surface adjacent to the trenchline construction area should be
graded to prevent surface water from ponding near and/or seeping into the
trench excavations;
. Excavation and placement of fill should be observed by the geotechnical
consultant to verify that all unsuitable materials are removed and suitable
compaction and site drainage is achieved.
4.8 DRAINAGE AND EROSION
The contractor should be responsible for the control of ground and surface water within
the contract limits. In this regard sloping, slope protection, ditching, sumps, dewatering,
and other measures should be employed as necessary to permit proper completion of
the work. We recommend that the contractor be required to submit a construction
dewatering plan to the City of Renton for approval prior to the start of construction.
Alternatively, Kleinfelder is also available to assist in the design of a dewatering plan.
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Best Management Practices should be employed to control sediment within the
construction area and prevent clogging of nearby surface drainage structures.
4.9 PAVEMENT RECONSTRUCTION
We anticipate that new pavement will be required across the entire planned sewer
alignment. The pavement subgrade should be compacted to at least 95 percent of its
wr
Modified Proctor MDD (ASTM:D-1557), in accordance with the recommendations in the
Bachll and Compaction section above. The pavement within the explored areas
appears to be in a relatively good condition, and is apparently adequate for the current
traffic. Therefore, we recommend that any required replacement pavement section
along the alignment match the existing ACP section, provided that no pavement distress
or failure is apparent within the existing roadway. The CSTC should meet WSDOT
specification 9-03.9(3) for Crushed Surfacing and be compacted to at least 95 percent
&V of Modified Proctor maximum dry densities. If required, Kleinfelder can provide
additional assistance with pavement thickness design, based upon available traffic
�.. loading information.
WS
a
..
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5.0 LIMITATIONS
am
The recommendations contained in this report are based on the field explorations and
Wr our understanding of the proposed project. The investigation was performed using a
mutually agreed upon scope of services, based on common geotechnical standard of
practice. It is our opinion that this study was a cost-effective method to explore the
ow subject site and evaluate the potential geotechnical concerns. Nevertheless, it should
be noted that the subsurface information used to formulate our conclusions and
do recommendations were based on the limited information obtained in the discrete
sampling locations.
'N It is possible that variations in soil and groundwater conditions exist between the points
explored. The nature and extent of these variations may not be evident until
do construction occurs. If soil or groundwater conditions are encountered at this site that
are different from those described in this report, our firm, and the design team, should
be immediately notified so that we may make any necessary revisions to our
recommendations. In addition, if the scope of the proposed project, locations of
facilities, or design loads change from the descriptions given in this report, our firm, and
the design team, should be notified.
The scope of our services does not include services related to construction safety
precautions and our recommendations are not intended to direct the contractor's
methods, techniques, sequences or procedures, except as specifically described in our
report for consideration in design, or as required by the project plans and specifications.
This report has been prepared for use in design and construction of the subject sewer
pipeline for the City of Renton, and their consultants, in accordance with the generally
accepted geotechnical standards of practice at the time the report was written. No
„r warranty, express or implied, is made.
This report may be used only by the City of Renton, and their consultants, and only for
.r the purposes stated within a reasonable time from its issuance, but in no event later
than one year from the date of the report. Land or facility use, on and off-site
conditions, regulations, or other factors may change over time, and additional work may
be required with the passage of time. Any party other than the City of Renton who
wishes to use this report shall notify Kleinfelder of such intended use. Based on the
intended use of the report, Kleinfelder may require that additional work be performed
92850/SEABR062.doe Page 15 of 17 June 6,2008
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and that an updated report be issued. Non-compliance with any of these requirements
so by the client, or anyone else, will release Kleinfelder from any liability resulting from the
use of this report by any unauthorized party. In addition, the client agrees to defend,
indemnify, and hold Kleinfelder harmless, from any claim or liability associated with
such unauthorized use or non-compliance.
�,. It is the responsibility of the City of Renton to see that all parties to the project including
the designer, contractor, subcontractors, etc., are made aware of this report in its
entirety. The use of information contained in this report for bidding purposes should be
done at the contractor's option and risk. Further guidelines and information on this
geotechnical report can be found in the ASFE publication entitled: Important Information
d' About Your Geotechnical Engineering Report, enclosed in Appendix C of this report.
92850/SEABR062.doc Page 16 of 17 June 6,2008
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6.0 REFERENCES
Booth, D.P., Geologic map of King County, Washington, 2006, Pacific Center for
Geologic Mapping Studies.
Washington State Department of Transportation (WSDOT)/American Public Works
Association (APWA), 2006 Standard Specifications for Road, Bridge, and Municipal
Construction.
92850/SEA8R062.doc Page 17 of 17 June 6,2008
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X PROJECT NO. 92850 .
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FIGURE LL Vicinity Map DRAWN: May 2008
W W � DRAWN BY: J.S.
V V F CHECKED BY: J.W.
\ Bright people.Right Solutions
FILE NAME: White Fench Sewer Extension
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APPENDIX A
EXPLORATION LOGS
.w
go
am
to
tw
oft
ow
am
TESTING PROGRAM
LAB ANALYSIS I FIELD U.S.C.S.
IF F
WELUPIEZO 0 SOIL DESCRIPTION
CONSTRttCTION E0 0Z CA
7 t .4
dC9 C6 06.
'Q'
U GOZ 4
00
Surface:Asphalt Pavement(0.3').
" OL jzj
Soft,dark brown,moist,Organic SILT A.
>4
z
S
S
(O
L}.
L
Surface:
dark ar
k
A
3 S-1
gz
z
2
Z,<
Medium stil -———————————---
ML X4. ....
5 — fF mottled gray and brown,
14.8: 9" 5 S-2 moist,Sandy SILT(ML);fine sand with
3 some gravel,trace organics and roots j
(ALLUVIUM).
6
- ———————————————————-
SM Dense,gray,moist,Silty SAND(SM);fine r z
v to medium sand,some fine gravel
{WEATHERED GLACIAL TILL).
err Z�
z
10—
71 28 S-3
err 23
27 --- —————————————————— -
SP Very dense,orange-brown,moist,SAND_ z
with Gravel(SP);fine to medium sand,fine
to come gravel,trace silt,iron oxide
staining,possible bedrock fragments.
z
.4z
ap
1$—
is- 30 S-4
31
35
SM Very dense,light brown,tn�7ist,Tilty
do
SAND with Gravel(SM), fine to medium
sand,fine to coarse gravel,iron oxide
staining(GLACIAL TILL).
t 20 >
Uj 0
DATE DRILLED:4-3-08 SURFACE ELEVATION(feet):519 DRILLING METHOD:HSA
LOGGED BY.C.Allen
TOTAL DEPTH(feet):25.3 DRILLLNG COMPANY. Boretec
REVIEWED BY: DIAMETER OF BORING(in):6"
CASING SIZE.,None
White Fench Ranch Sewer
Z Appendix
kU KLEINFELDER Renton,WA
o GEOTECH]NICAL AND ENVIRONNI.E.14TAL ENGINEERS A
wr SOILS AND MATERIALS TESTING BORING LOG la
PROJECT M',MBFR.* 92850 B11-1 PAGE I of 2
dYY
TESTING PROGRAM
LAB ANALYSIS I FIELD U.S.C.S.
WELL/PIEZO W : Ft F W � •°-v n: Wig O a
F �> x e W aW SOIL DESCRIPTION
CONSTRUCTION OaG h 4 W ` a waC
O 3 to z
A Q �W u o
96 r4 Qv Q Q0z `� C
U WU
2 16 3" S-5
Aa
a.
FW
UOyW
zd
�F
5� -0.2 ;. Becomes gray. C A
ar
Boring terminated at 25.3 feet bgs.Boring w
was backfilled with soil,bentonite chips, O
and surficial gravel.Asphalt core patched r�
with cold patch asphalt. No indications of F F
groundwater encountered at time of War
drilling. C
d�
a
o�
FF
No �a
aW
�O
F
go F V
Qqa a
o�
� az
ap
�Q
�w O
�W
�x
Fa
a'
V'
O
*SAMPLER 8 Cal.(3" Split pooh Samp Grab
OD) ® SPT�2"OD) Core , Shelby ® No a
TYPE Split Spoon le Tube Recovery a
d
"HAMMER WEIGHT 300 lbs 140 IN
(30"Drop) (30"Dro )
White Fench Ranch Sewer Appendix
k%IKLEINFELDER Renton,WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS BORING LOG lb m
rm SOILS AND MATERIALS TESTING
co
o PROJECT NUMBER: 92850 BII-1 PAGE 2 of 2
N
TESTING PROGRAM
LAB ANALYSIS I FIELD U.S.C.S.
: — - 04
WEIWIEZO :�' 09 SOIL DESCRIPTION
CONSTRUCTION 4
W) z
I Surface:Asphalt Pavement(0.3%
oo
Medium dense,light brown to gray-brown,
moist to w&%Silty SAM(SM);fm to
coarse sand,some fine to medium gravel,
some iron oxide staining (ALLUVIUM),
rrr 18^ 3 S-1
Perched groundwater estimated at 3 feet
16 bgs•
13.7 : :310 : is" a S-2 Becomes light brown-gray.
9
10 O
sr
gray,wet,silty
Deane,—light l 6iolim-—azid.-—————————-
SAND(SM);fine to medium sand with fine
gravel(WEATHERED GLACIAL TILL).
z
10-
10.2 .
121 13 8-3
13
rrr 23
-———————————————————-
SM Very dense,light brown and gray,wet,Silty
SAND(SM);fine to medium sand with fine
gravel(GLACIAL TILL).
15-
4" 3 S4 Becomes very dense with subangular
gravel.
CL
20- >
DATE DRILLED:43-08 SURFACE ELEVATION(feet):521 DRILLING METHOD:HSA
LOGGED BY:C.Allen TOTAL DEPTH(feet):253 DRILLING COMPANY: Boretec
REVIEWED BY: DIAMETER OF BORING(in):6" CASING SIZE:None
White Fench Ranch Sewer
Appendix
IHIKLEINnLDER Renton,WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
SOILS AND MATERIALS TESTING BORING LOG 2a M
PROJECT NUMBER: 92850 1311-2 PAGE 1 of 2
rr
w
TESTING PROGRAM
LAB ANALYSIS I FIELD U.S.C.S.
rrr w WELL/PIEZO °-y g W94 w .a
W w '4W a SOIL DESCRIPTION
F CONSTRUCTION oaG W a,` „•a a as
w
U WU
2
6" S-S :: Becomes moist
a�
zy
o~'
� FF
�W
O�U
No recovery,similar soil conditions to Z"'
previous sample indicated by drilling a
oar Boring terminated at 25.3 feet bgs. Boring a czi
was backfilled with soil and bentonite p
chips. Perched groundwater estimated at w F
approximately 3 feet bgs at time of drilling. H
Asphalt core patched with cold patch
asphalt. z
0
dQ
O(4
FF
ift O d
y
F
4a F U
d Y�
O�
W Q
az
aaa,,0
ad
aw U
O
XTa
�a
Ha
a
+ *SAMPLER e Cal. OD) ® SPT C2"OD) a Core , Shelby Grab ® No a
TYPE Split poop Split SSpoon Sample Tube Recovery
00 **HAMMER WEIGHT 3001bs 140 Ibs
(30"Drop)_ (30"Dro )
White Fench Ranch Sewer
Appendix
klqKLEINFELDER Renton, WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
rrt SOILS AND MATERIALS TESTING BORING LOG 2b
g PROJECT NUMBER: 92850 BH-2 PAGE 2 of 2
are
rrr
TESTING PROGRAM
LAB ANALYSIS I FIELD U.S.C.S.
P1 � s •
wEIdrPIEZO X X �,� 9� w� o SOIL DESCRIPTION
CONSTRUCTION all, 1O
3g z
irr O X d Q WW cq" O
0 v
Surface: halt Pavement(0.45.
wry OL 7�� Meedllium s=brown,moist,Organic SILT
OL).ML Medium dense mottled ———— C
�,groY,
is- 4 S-1 and brown,moist,Sandy SILT with Gravel
4 (bII.);fine sand,fine to medium gravel, Pz
trace organics,some iron oxide staining V
7 (ALLUVIUM).
.ar O a.
�d
SM Dense,mottlal light brown,gW--to-
5 -
13.8 : :2L.O: 17- 11 S-2 orange-brown,moist,Silty SAND(SM); A
fine to coarse sand,some fine to coarse
gravel,some iron oxide staining.
26 (WEATHERED GLACIAL TILL).
�O
dUU�
--——————
do
SM Very dense,gray to light brown-brown,—_ a
wet,Silty SAND(SM) z
some fine to coarse
10 z- gravel(GLACIAL TILL). !F
38 U d
so
a G�7
an F,
d>4
re O
j
�O
15 9- 38 S-4 Ue
.4 a
T.
F
i
a'
0
2 O
DATE DRILLED:43-08 SURFACE ELEVATION(fat):519 DRHJMG METHOD:HSA wp�
LOGGED BY:C.Allen TOTAL DEPTH(feet):25.8 DRILLING COMPANY: Boretee d
a
REVEKwED BY: DIAMETER OF BORING(in):6" CASING SIZE:None
White Fench Ranch Sewer
Appendix
p
MKLEINFELDER Renton,WA A
GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
SOILS AND MATERIALS TESTING BORING LOG 38
RL PROJECT NUMBER: 928$0 1311-3 PAGE 1 of 2
as
rr
TESTING PROGRAM U.S.C.S.
a LAB ANALYSIS FIELD
wr. w WELL/PIEZO ; °v oc wx w c SOIL DESCRIPTION
x CONSTRUCTION a �C, m y E W ,w� .4 a
xx z � z
rre A 3 O zd
2
12" 33 S-5 Becomes gray-brown,with 4-inch layer of
.rr 34 :: fine to medium sand. Perched groundwater C a
` estimated at--20 feet.
41
rn d
Ow O
— --------------- — ~
Q
M-SK Very dense,light brown,moist,SAND with p w
Silt(SP-SM);fine to medium sand with v a
• trace gravel. p
z F
�d
25 7" 30 s-c c a
aw► a w
5'8 Boring terminated at 25.8 feet bgs. Perched 0
groundwater estimated at approximately 20 w
feet bgs at time of drilling. Boring was F
so backfilled with soil,bentonite chips,and w
surficial gravel. Asphalt core patched with F O
cold patch asphalt. 1 F
dd
�o
a
o=
�d
aw
�x
d�-
a
zQ
CZ
wr y d
04
d�
� tto
da
�0
�o
Fd
N
1
a
C7
d
O
ass *SAMPLER 8 Cal (3"OD) ® SPT(2"OD) Core , Shelby m ® No a
TYPE Split goon Split spoon Sample Tube Grab Recovery d
**HAMMER WEIGHT 300 Ibs 1401bs
(30"Drop) (30"Dro )
rsr S
White Fench Ranch Sewer Appendix
...KLEINFELDER Renton,WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
r. SOTS AND MATERIALS TESTING BORING LOG 3b
g PROJECT NUMBER: 92850 BH-3 PAGE 2 of 2
N
err
TESTING PROGRAM U.S.C.3.
LAB ANALYSIS FIELD
W
F F s' :
WELL/PIEZO O y, 9 S
CONSTRUC a
W ^ : � 0 SOIL DESCRIPTION
.. TION i
;ed
3 V c
0
Surface:As halt Pavement(0.3).
low L =_ Soft,dark brown,moist,Organic SILT A
- (-- - ---
SM
Medium dense,light brown-gray to —
r. orange-brown,moist,Silty SAND with
18.3 r 6 6 S-1 :: gravel(SNO;flu to medium sand,fine to
medium gravel(ALLiJVILTM).
6 O
w 9 U
SP Mediumdense,brown,mois4 SAND with
5 s" 9 S-2 gravel(SP);faintly stratified,trace silt,silt A
AW a laminae. a
7 C
so
__ o
SM • Medium dense,mottled brown to light d r
brown,moist to wet,Silty SAND(SK;
fine sand.
O
)<O 37.0 : 18^ 7 S-3 Perched groundwater estimated at—10 feet v
6 bgs O
7 'a GW7
d i!
jW O
a4,O
rr 15 iB^ 7 S4 �,C
11
16 q�
v SP gray, SAND)tte el(5P)
and SIL�t (
2 O
�r DATE DRILLED:4"S SURFACE ELEVATION(feet):544 DRILLING METHOD:HSA a'
� pra�,
LOGGED BY:C.Allen TOTAL DEPTH(feet):26.5 DRILLING COMPANY: Boretm C
REVIEWED BY: DIAMETER OF BORING(in):6" CASING SIZE:None
to White Fench Ranch Sewer Appendix
MKLEINFTLDER Renton,WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
SOMS AND MATERIALS TESTING BORING LOG 4a M
PROJECT NUMBER: 92850 1111-4 PAGE 1 of 2
e�
TESTING PROGRAM t'.S.C.S.
.a LAB ANALYSIS FIELD
wr w WELL/PIEZO SOIL DESCRIPTION
x CONSTRUCTION 14 1 9' t: t: z4 ' a a
w o eL 3 S z
3 o a °z
a
WU
2 ts" 16 S-5 Dense,gray,wet,SAND with Gravel(SP) A
26 and SILT with Sand(ML)interbeds.
19
v�d
O~
rw r A
__ A
ML Hard,gray,moist,SILT(ML);faintly z
laminated to massive(LAWTON SILT). v
ze
r(~
�Q
25 16" 12 S-6 UM
+ar 17
19 r3 F
6.5 Boring terminated at 26.5 feet bgs. Perched H H
groundwater estimated at approximately 10 w 3
feet bgs at time of drilling. Boring was z
backfilled with soil and bentonite chips and
surficial gravel. Asphalt core patched with Q Q
... cold patch asphalt. U
O
o~
arr O d
av
Q
FVerr F
a�
z�
0
are W Q
az
dQ
Sai �0
�.rl
�W
x
�o
Fd
w
via
N
"f
a
t7
0
arr *SAMPLER 8 Cal. "OD) ® SPT L2"OD) Core ' Shelby Grab ® No aa.
TYPE Split(3 pooh Split Spoon Sample Tube Recovery 0.d
**HAM MR WEIGHT 300 lbs 140 lbs
(30"Drop) (30"Dro
aaa White Fench Ranch Sewer Appendix
0
HIKLEINFELDER Renton,WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
Ii SOILS AND MATERIALS TESTING BORING LOG 4b
g PROJECT NUMBER: 92850 BFI-4 PAGE 2 of 2
N
rr
TESTING PROGRAM
LAB ANALYSIS I FIELD U.S.C.S.
WELI'7ff
SOIL DESCRIPTION
low
CONSTRUCTION
UO z
aV z
Asphalt Pavement(03). 01
Loon,mottled gray,brown,and light
brown,moist,Silty SAND with Gravel
(SM);fine to medium gravel,tram organics
(AMMIL". W1
Z4
2 S-1
3 Very stiff brown to light brown-brown,
—
———————————————— -
ML
5 -
ow IV 12 S-2 moist SILT SI(MLL );some fine sand s A
(IAWTON T)-
12
80
16
dUd
O
10-
32J : :89.0:
9. S-3 Becomes brown to gray,trace gravel.
[Pocket pan:>4.5 t9f].
%W
13
'0
15-
13 &4 Becomes hard with laminated sand.
[Pocket pen:4.25 to >4.5 tsf].
>
Aw 12 0
DATE DRILLED:44-09 SURFACE ELEVATION(feet):539 DRILLING METHOD:ELSA 0
LOGGED BY:C.Allen TOTAL DEPTH(feet):26.5 DRILLING COMPANY: Boretec
REVIEWED BY: DIAMETER OF BORING(in):6" CASING SIZE:None
White Fench Ranch Sewer
M ICLE-DWELDER Renton,WA Appendix
A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
SOILS AND MATERIALS TESTING BORING LOG 5a ova
PROJECT NUMBER: 92850 BH-5 PAGE 1 of 2
rrr
TESTING PROGRAM
LAB ANALYSIS FIELD U.S.C.S.
arrs er WELUPIEZO Y a wx
U> o SOIL DESCRIPTION
x CONSTRUCTION ` ,1 a.aa a
3`Q da z >
am A Q U Q 1 6 O 0 a hZ VI z
O 5 e „ W pp•• v� p
a WU
2 t$" 14 S-5 [Pocket pen:2.5 to 3.5 tsfj.
SO ...,
14 96
28 2-inch layer of dense gray,sandy gravel d
with some silt @ 21 feet bgs. d
O4
uw ■+A
A
firs,
UW
tD a
Zd
25 Is" Q
14 S-6 Becomes light gray and light brown with O
14 white flecks,some fine to medium gravel, a
some iron oxide staining in local zones. O
6.5 20 [Pocket en:>4.5 tsfJ. w
Boring terminated at 26.5 feet bgs. No F
No indications of groundwater encountered at W 3
time of drilling. Boring was backfilled C
with soil,bentonite chips,and surficial
gravel. Asphalt core patched with cold Q d
patch asphalt. C
�a
z00
F�
O�
a�
NxF
d�
Z
me
w
az
ap
�U
d0
a
�a
iu
wa F
N
a
z
O
ws *SAMPLER 8 Cal.(3"OD) ® SPT�2"OD) Core ' Shelby m Grab ® No a0.,
TYPE Split poon Split pooh Sampie Tube Recovery a,
Q
"HAMMER WEIGHT 300 lbs 140 lbs
„
(30"Dro ) (30"Dro )
.. s
' White Fench Ranch Sewer
_- Appendix
k"KLEINFELDER Renton,WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
SOILS AND MATERIALS TESTING BORING LOG 5b m
y
g PROJECT NUMBER: 92850 BH-5 PAGE 2 of 2
re-
TESTING PROGRAM
LAB ANALYSIS I _FIELD U.S.C.S.
WELUPEM 9 $
— SOIL DESCRIPTION
CONSTRUCTION
a
Sm Asphalt Pavement(0.3 .
Loose,mottled gray,light brown,bfO—WJ36
mofii4 Silty SAND with Gravel(SK;fine
sand,some iron oxide staining
GO
(WEATHERED TILL).
aw
A
5 S-1
4
O
1W
-———————————————————-
Sm Very dense,mottled green-gray to
21.2 IS- 13 S-2 orange-brown,moist Silty SAND with
er 30 gravel(SNO;fine to medium sand,
subangular gravel(GLACIAL TILL).
34
rrr
O
10—
25 S-3 Becomes brown with gray zones,fine to
coarse sand,less silt
Q
Perched groundwater estimated at—12 fed
>4
bgs.
15— 8" P.
erl 34 S-4
Becomes mottled gray-brown,wet,with
possible bedrock fragments.
off
2 aoc
DATE DRILLED:44-M SURFACE ELEVATION(feet):525 DRILLING METHOD:HSA
LOGGED BY:C.Allen TOTAL DEPTH(feet):253 DRILLING COMPANY: Borette
REVIEWED BY: DIAMETER OF BORING(in):611 CASING SIZE:None
White Fench Ranch Sewer Appendix
M KLEI"TLDER Renton,WA A
o GEOTECEMC.4,L AND ENVIRONMENTAL ENGINEERS
SOILS AND MATERIALS TESTING BORING LOG 6a aka
PROJECT NUMBER: 92850 1111-6 PAGE 1 of 2
TESTING PROGRAM
LAB ANALYSIS I FIELD U.S.C.S.
WELLIPIEZO
SOIL DESCRIPTION
x CONSTRUCTION CaG F 82 W 3 ` a z
W C6
W yFZ U wN W S p o d �nz z
AU
O
d F
U �U
2 2" 0-0.5 S-5 �.
oar, A a
z�
� F W
z�
as Ua
zF
5 3 3" 0-0.3 .�; Becomes brown. C A
No Boring terminated at 25.3 feet bgs. Perched a czi
groundwater estimated at approximately 12 0—
bgs at time of drilling. Boring was x
backfilled with soil,bentonite chips,and �.
surficial gravel. Asphalt core patched with I"
cold patch asphalt. x z
OWN
Fp
dF
�O
a
z�
ox
FF
a,r O a
aW
x
aK
d>�
a�
zA
.A.
.a z
ao
ad
ow d o
�a
�w
�x
m y F
c Fd
W
ter: g
N
(L
d
R
*SAMPLER B
Cal.q"OD) ® SPT q2"OD) Core , Shelby G ® No a
TYPE Split pooh Split Poo" Sample Tube Grab Recovery
d
**HAMMER WEIGHT 300 lbs 140 lbs
(30"Drop) (30"Dro )
a� White Fench Ranch Sewer
Appendix
4KLEINFELDER k Renton,WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS BORING LOG 6b
SOILS AND MATERIALS TESTING
g PROJECT NUMBER: 92850 BH-6 PAGE 2 of 2
N
TESTING PROGRAM U.S.C.S.
LAB ANALYSIS FULL
"N �� X x ' o SOIL DESCRIPTION
w
CONSTRUCTION Q 8 5 �O
v�3 a . p
U
a °J' Gj O a 0-7 z v7 Z
r A 3v XZ P°•- e
U
Flush Surface
Monament Surface:Asphalt Pavement(0.3).
Stiff,mottled light brown,brown, A
gray,
moist,SILT(ML);trace sand,some iron �
o�fl staining,laminated,[Pocket pen:2.5
uu Benfonih Seat
oM
27.6 : 15" 3 S-1 q
4 Oz
6 V
rsf U or
�Q
5 SM Medium dense,mottled light brown,gmy, C
23.i : 18" 3 S-2 brown,wet,Silty SAND(SM);laminated. A
4 Groundwater level measured on 4/22/0$at O
4.5 feet bgs and on 5/21/0$at 4.7 fi:et bgs.
. 10-20 Sand
r �z
SM ':: Very dense,light brown-gray to e
sand gray-brown,w zones of fine to SAND�e Sg flu
some iron oxide staining(GLACIAL O
•�: TILL.
1� 140-: Il" 18 S.3 ) �
A ;0�
ass C
s� O
2-inch slotted
PVC p C
11" 21 S4 Becomes wet with fine to coarse U
A subangular gravel in zones. a
law
0-7
rst
2 O
t DATE DRILLED:44-M SURFACE ELEVATION(feet):51$ DRILLING METHOD:tiSA pv0-y,
LOGGED BY:C.Aden TOTAL DEPTH(feet):25.0 DRILLING COMPANY: Beretec d
REVIEWED BY: DIAMETER OF BORING(in):6" CASING SIZE:Mach
White Fench Ranch Sewer
Appendix
MKLEENFELDER Renton,WA A,
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
SOILS AND MATERIALS TESTING BORING LOG 7a 0
PROJECT NUMBER: 92850 BH-7 PAGE 1 of 2
so
rr
rLABIAINALYSIS ING PROGRAM
FIELD U.S.C.S.
WELL/PIEZO > w > =Y 9 fx c�> SOIL DESCRIPTION
CONSTRUCTION M`,y„ `� CQ,N ° C e hz z m
V A `� 4 o Z
■` ° 3o az a m" c
U wV
2 6,.
S-S :: Becomes brown-gray. A a
■r
�a
z54
„„ o a
zz
orA
as
o�
za
25 A.:: No sample,heaving sands made sampling GD d
impossible. C A
was completed th at 25 feet 2-inch ibezometerng
slotted frm 14 to 24 feet bgs. Hole
backfilled around screen and casing with
10-20 sand up to 7 feet bgs and bentonite F
chips in upper portion. Flush monument at
surface. Groundwater measured at 4.5 feet O
bgs on 4/22/08 and at 4.7 feet on 5/21/08. d Q
+ , z
oGn
FF
ANN c a
av
rru F U
d>
Z
O
iz
da
NOW m O
° FQ
w
am
a
C�
d
O
*SAMPLER 8 Cal.(Y OD) ® SPT(2"OD) Core , Shelb y Grab ® No a
TYPE Split SSpoon Split Spoon Sample Tube Recovery
**HAMMER WEIGHT 30016s 140 Ibs
(30"Drop) (30"Dro )
'" o White Fench Ranch Sewer Appendix
k9KLEINFELDER
Renton,WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
ra► SOILS AND MATERIALS TESTING BORING LOG 7b
w
g PROJECT NUMBER: 92850 BII-7 PAGE 2 of 2
ar
.•
TESTING PROGRAM U S.C.S.
LAB ANALYSIS FIELD
IEZO SOIL DESCRIPTION
CONSTRUCTION
Z
Z
0
Flash Surface Surface:Asphalt Pavement(0.45.
e.r Moneaaeat GP GRAVEL base course(Fill). A
ML — --
Stiff,mixed brown,dart brown,black,
moist to wet,Sandy SILT(MI.);some Q
Benton#e Seal gravel,trace charcoal fragments v�
rw (ALLUVUK•
1s" 9 S-1 Groundwater measured at 2.6 feet bgs on A
6 4/22/08 and at 3.3 feet gs on 5/21/08.
SM Medium dense,light brown to gray-brown, p
6 wet,Silty SAND(SK;fine to medium
sand,some fine to coarse subangular G7 e
GP Q° &ravel,some iron oxide staudn&
5 ° Medium dense,brown,wet,GRAVEL with A
8 O� Sand(GP);some silt,fine to coarse sand,
fine to coarse gravel. O
lI
OD
10-20 Sand
ew
_ _ ___ ___ _ F
SM Very dense,Olive gray,moist,Silty SAND d v
(SM);fine to mediuim sand with fine O.a
ra. gravel(GLACIAL TILL).
O�10 3^ 33 S-3
too A W
a�
H
ess C,+
�o
2-inch dotted 113 1s^ 18 S4 Becomes gray to yellow-brown with fine to
era PVC T. 30 coarse subangular gravel,less silt. a
32 �
lie
c�
rrr
2 O
DATE DRILLED:44-08 SURFACE ELEVATION(feet):523 DRILLING METHOD:BSA
ly
LOGGED BY:C.AN= TOTAL DEPTH(feet):26.5 DRILLING COMPANY: Beretee d
REVIEWED BY: DIAMETER OF BORING(in):6" CASING SIZE:2-inch
"111 White Fench Ranch Sewer
Appendix
MIKLEEWELDER Renton,WA A
v GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
«r SOILS AND MATERIALS TESTING BORING LOG 8a
PROJECT NUMBER: 92850 B$-8 PAGE I of 2
*W
w..
TESTING PROGRAM
.a
LAB ANALYSIS I FIELD U.S.C.S.
WELL/PIEZO c,> .. > e a wa w o SOIL DESCRIPTION
x CONSTRUCTION W am Q
> 3 `o z �+
aeq a O p o < wiz v' z
a V D
O a z w xe
12 S-5 :: Becomes dense,mottled gray to light-gray. A
20
27
zV)
a
z
U�
wa �
�d
25 ' 12" 25 S-6 Becomes very dense,mottled orange,gray, O A
«ir 40 brown. w
; :
6.5 ' ' ' Boring terminated at 26.5 feet bgs. Boring F
r was completed with 2-inch piezometer w 3
slotted from 15 to 25 feet bgs. Hole x z
backfilled around screen and casing with E O
10-20 sand up to 7 feet bgs and bentonite Q E'
chips in upper portion. Flush monument at z O
++r surface. Groundwater measured at 2.6 feet C a
bgs on 4/22/08 and at 3.3 feet on 5/21/08. z o3
OZ
�F
rrr O d
aw
F.Ti
am dV
?
J
z�0
ap
da
�a
�x
m �F
irr 1 O
Fd
it
■rn
a
>
O
*SAMPLER 8 Cal(3"OD) ® SPT(2"OD) Core , Shelby Grab ® No a
TYPE Split'Spoon Split Spoon Sample Tube Recovery Q
**HAMMER WEIGHT 3001bs 1401bs
30"Drop) (30"Dro
3 k4KLEMELDER White Fench Ranch Sewer Appendix
Renton,WA A
❑ GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
R SOILS AND MATERIALS TESTING BORING LOG 8b p>q
g PROJECT NUMBER: 92850 BII-8 PAGE 2 of 2
N
am
TESTING PROGRAM
LAB ANALYSIS I FIELD U.S.C.S.
IEZO SOIL DESCRIPTION
CONSTRUCTION
a `g a
a : o
OV a wN a 0 q y h Z
0 �
Gpp M Surface:Asphalt P 3^thick).
o y,y
,gray-brown,dense, moist,Silt A
wr �
ML GRAVEL�Glvn_(BaseCourae-FILL�--
Medium sti$mixed dark gray,dark brown, Q
brown,black,moist to wet,Sandy SII,T z
�r 92.a ' 1a" S S-1 fiagments and trace charcoal C
organics(ALLUVIUM)
4
3
la^ 4 S-2 Perched groundwater estimated at-5 fe V
�F
SQ
et
8 SM
Medium dense,light brown gist',wet,Silty 0
7 SAND with
9
gravel(SM);fine to coarse
sand.
e�
�i
O
10- 10.4 : :2S.0 ' 18"
12 d
13
arw F
i
Very dense,gray,wet,Silty SAND(SIvn; G
some gravel(GLACIAL TILL).
er a.O
1S la^ 18 S-0 e
21 .a
35
Own �d
wr
IL
7
No DATE DRILLED:4-7-08 SURFACE ELEVATION(feet):517 DRILLING METHOD:HSA pppa,,
LOGGED BY:W.S.Lewis TOTAL DEPTH(feet):26.5 DRILLING COMPANY: Boretee d
REVIEWED BY: DIAMETER OF BORING(in):6" CASING SIZE:None
White Fench Ranch Sewer Appendix
MKLE1NFELDER Renton,WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
+rr SOI S AND MATERIALS TESTING BORING LOG 9a acv
PROJECT NUMBER: 92850 B$-9 PAGE 1 of 2
air
TESTING PROGRAM
W LAB ANALYSIS I FIELD U.S.C.S.
irr d
x w w w o
SOIL DESCRIPTION WELL/PIEZO t L U> °d a
=CONSTRUCTION a" l; 4 v a
E~ a by a > 3 e� Z
rA
aw
A 3 O a e 0. W Ar. v� O
OG F
U
20-
g.. S-5 q a
h
zQn
o~
Z�
Ow
V t�
wr V aOwGG
�F
25- 3" 25 S-6 O A
O
30
6.5 -0.5 w H
Boring terminated at 26.5 feet bgs. Perched
groundwater estimated at approximately 5
feet bgs at time of drilling. Boring was x z
backfilled with soil and bentonite chips and F'O
surficial gravel. Asphalt core patched with d F
cold patch asphalt. C
wr �
Z
ors
w
�z
Fx
ar E,V
d?�
a
ZZ
wrr �d
az
ao
�d
�a
�w
�x
�o
r
a
C7
Q
*SAMPLER 8 Cal.(3"OD) ® SPT 2"OD) a Core , Shelby ® No oa.
TYPE Splitspoon Split pooh Sample Tube Grab Recovery p-
d
to **ELCM MR WEIGHT 30016s 140 lbs
(30"Drop) (30"Dro )
.. 3 White Fench Ranch Sewer Appendix
k"KLEINFELDER Renton, WA
o GEOTECH A
ND NICAL AND ENVIRONMENTAL ENGINEERS BORING LOG A
r�r SOILS A MATERIALS TESTING
N
g PROJECT NUMBER: 92850 BH-9 PAGE 2 of 2
arr
ow
TESTING PROGRAM U.S.C.3.
LAB ANALYSIS I FIELD
we coxsTRUC�TIOx ` T x .. o� ^ � � 9^ i `� SOIL DESCRIPTION
� a
g : O a� z
� � � � V gg aw r � ' U a a° � �� � �
A O a Q a0" O
0 U
Flash Surface G Surface:Crushed Rock Paving(2"thick). A
Monument o Medium dense,brown,moist,Silty
s ..:I GRAVEL(GM);fine to coarse gravel with
►sand _
Loose,light yellow-brown,moist to wet, z
• Besbeite Seal .• SAND with Silt and Gravel(SP-SK;fine O
2L7 : 14" 5 S-1 to medium sand,fine gravel,some iron
2 oxide staining(ALLUVIUM). oo
W& 2 Groundwater measured at 3.6 feet bgs on U
4/22/08 and at 4.4 feet bgs on 5/21/08. t3
F
ML Sti$to very sti$light brown,wet,Sandy 6
5 15" 9 S-2 SILT(h4L);[Pocket pen:0.6 tsf]. o A
r
18 O
20 -0 Dense,light brown,wet,SAND with Silt
(SP-SM);fine to medium sand with some
1sa 10-20 Sand gravel(WEAMERED GLACIAL TILL).
�O
ed
SM Dense,brown,wet,Silty SAND(SK,—fine
to medium sand with fine gravel a
(GLACIAL TILL). O
10 20.5: : 13" 10 S-3
d
aw W
2s .a
Y.
d�
�O
15 2-inch shafted 1s" 13 94 Becomes
green-gray,fine sand with
PVC
19 ;' occassional gravel. a
. 26
rr
2 c
DATE DRILLED:4-7-08 SURFACE ELEVATION(feet):Sit DRILLING METHOD:HSA a
pep,,,
LOGGED BY:W.S.Lewls TOTAL DEPTH(feet):26.5 DRILLING COMPANY: Boretec C
REVIEWED BY: DIAMETER OF BORING(in):6" CASING SIZE:24nch
.. White Fench Ranch Sewer Appendix
KIIKLEEOTLDER Renton,WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
r SOMS AND MATERIALS TESTING BORING LOG 10a ova
PROJECT NUMBER: 92850 BH-10 PAGE I of 2
TESTING PROGRAM
a
LAB ANALYSIS I FIELD
w WELL/PIEZO w We Zw a °Y a Wa W o SOIL DESCRIPTION
CONSTRUCTION am
6
W
G 0 o d y z `i' Z
a 3c i~ a '
2 rs" 15 S-5 :: Becomes very dense,gray,Silty SAND
wllr 35 with gravel. A
46 rn
C..
A
VOy
ZQ
�d
14 S-6 :: Becomes dense with 2-inch layer of gray O Ca
17 :: Sandy SILT. w
• ' • •6.3 28 OF
' Boring terminated at 26.5 feet bgs. Boring
100 was completed with 2-inch piezometer W 3
slotted from 15 to 25 feet bgs. Hole H C
backfilled around screen and casing with
10-20 sand up to 7 feet bgs and bentonite d H
chips in upper portion. Flush monument at v
surface. Groundwater measured at 3.6 feet d O
bgs on 4/22/08 and at 4.4 feet bgs on Z w
5/21/08. F
+ar U d
OW
a�
V
a�
zA
Oz
VIVO
wa
az
a0
air V
O
a
�x
Fd
NO
N
7
d
(7
O
�r *SAMPLER 8 Cal.(3"OD) ® SPT(2"OD) Core ' Shelby Grab ® No a
TYPE Split Spoon Split Spoon Sample Tube Recovery
W **HAMMER WEIGHT 300lbs 140lbs
o, (30"Drop) (30"Dro )
o White Fench Ranch Sewer Appendix
k4KLEINFELDER
Renton,WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
wr SOILS AND MATERIALS TESTING BORING LOG 10b a}o
g PROJECT NUMBER: 92850 BH-10 PAGE 2 of 2
N
40
TESTING PROGRAM U.S.C.S.
LAB ANALYSIS I FIELD
wELLrnIEzo x F �� o SOEL DESCRIPTION
CONSTRUCTION a 8
Q
ewr � � °►� V gg w� `°, � U O e � � z z
p
c
rrr 0 16
GP ° Surface:Crushed Rock Paving(6"thick). A
GM Medium dense,brown,moist,Silty y,
SM GRAVEL�GM) with sand
Loose,brown to dark brown,nroist to wet, a„C
Silty SAND(SM);some gravel,trace wood z
fragments(ALLUVIUM). O
26 8 '3f:3B : : 18" 2 S-1
1 Perched groundwater estimated at—2 feet p
�rw 5
bin. v
�F
5A
6" 7 S-2 Becomes medium dense,gray.
1i�1► 10 O
11
gar
----------------- —
Medium dense,gray,wet,SILT with Sand e
irr (MI.);fine sand with 1-inch silt(clay layer,
trace gravel. •a
• O
10 x4 t 73 0 ' 17" 8 S-3 U
a Sw
11 �
P-G Very dense,gray,wet to moist,Sandy —— O
+�+�► GRAVEL with Silt(GP-GM);fine to
coarse subrounded gravel. z
wp
�r. 15 lo" 30 94 o U
38 ° a
32 0
o O
SP ::: Very dense,mottled light gray and brown,
moist,SAND(SP);fine to medium sand
with 2-inch silt layer.
2 0
DATE DRILLED:47-08 SURFACE ELEVATION(feet):524 DRILLING METHOD:HSA pa
LOGGED BY:W.S.Lewh TOTAL DEPTH(feet):26.5 DRILLING COMPANY: Boretee pfd
REVIEWED BY: DIAMETER OF BORING(in):6" CASING SIZE:None
`o � White Fench Ranch Sewer Appendix
MKLEINFELDER Renton,WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS BORING LOG l la
wr SOILS AND MATERIALS TESTING
PROJECT NUMBER: 92$50 BH-11 PAGE 1 of 2
err
TESTING PROGRAM
LAB ANALYSIS I FIELD U.S.C.S.
,P. WELLIFIEZO
W SOIL DESCIUPTION
CONSTRUCTION W,
z
'34
z
2
t M
12 S-5 t
34
45
z4
-———————————————————-
4 P-G Medium dense to dense,gray,wet,
GRAVEL with silt and sand(GP-GM);fine Q
to coarse subrounded gravel.
0
(Blow counts possibly overstated) d
25-
3 S-6 0
ar 2
6.5 cli
17
P.
Boring terminated at 26.5 feet bgs. Perched r I-
groundwater estimated at approximately 2
feet bgs at time of drilling. Boring was
backfilled with soil,bentonite chips,and 1-0
surficial gravel.
<4
FF
ow
ri
z
O
MW
.4 Z
A.
am 14
dw
O
co *SAMPLER Cal. OD) M SPT OD) Core Shelby rab No
TYPE Split Spoon 6 SPIN" le y
Poon SHMP Tube Recovery
**RAMMERWEIGHT 300 lbs 140 lbs
rn
(30"Drop) (30"Dro p)
White Fench Ranch Sewer
Appendix
HI KLEINFELDER Renton,WA
A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
SOILS AND MATERIALS TESTING BORING LOG 11b
PROJECT NUMBER: 92850 BH-1 1 PAGE 2 of 2
TESTING PROGRAM U.S.C.S.
LAB ANALYSIS FIELD
r WELIJPIEZO s` ^ •
v X x x �� ,., � � ,�,� � �� o SOIL DESCRIPTION
CONSTRUCTION q fi
ow
� � U
GP r�.% Surface:Crushed Rock Paving(6"thick).
o ' GM Medium dense,brown,moist,Silty
° GRAVEL(GM);with some sand(FILL).
o�
so SM Medium d;ge,—iW brown to gray,moist, O
6 S-1 I :: Silty SAND(SM);fine to medium sand
5 with some subrounded gravel P�
(ALLUVIUM). v
rrr 8
5 SM Dense,light brown-gray,wet,Silty SAKI)
H
1os : 13" 13 S-2 :: (SM);fine to medium sand with gravel A
ra. 25
(GLACIAL
erched groundwater estimated at S feet. °G
U O
�O
er
O
10 z" s S-3 Becomes very dense. v E.,
rw a�+
GP-G1 gray,° Very dense,gr ,mo GRAVEL with Silt C
and Sand(GP-GM);fine to coarse
subrounded gravel z
011111
wO
err 15 z^ .5 S-4 ° U
°
0
irft ° O
o
o
+rte
IL
°
IL o
2 O
s DATE DRILLED:47-M SURFACE ELEVATION(feet):521 DRILLING METHOD:HSA pa
LOGGED BY:W.S.L.ewb TOTAL DEPTH(fat):25.5 DRILLING COMPANY: Boretec C
REVIEWED BY: DIAMETER OF BORING(in):6" CASING SIZE:None
st
No White Fench Ranch Sewer Appendix
MKLEINFELDER Renton,WA A
GEOTECHNI CAL AND ENVIRONMENTAL ENGINEERS
go SOILS AND MATERIALS TESTING BORING LOG 12a
PROJECT NUMBER 92850 B$-12 PAGE 1 of 2
ow
TESTING PROGRAM
w LAB ANALYSIS I FIELD U.S.C.S.
W WELL/PIEZO > o X w ; >. e 2 a wa w a
w �'> a �� w aw � SOIL DESCRII'TION
x CONSTRUCTION a rs'" Ir E W ',4 Q
Z
WU
2
: 16" 25 S-5
rtr 40 0 96
42 ;n
CA
�a
wo ° O
ML Hard,green-gray,moist,Sandy SILT(ML); C w
(LAWTON SILT). U
wo
zd
c�e
25- 5^ 0-0.5 S-6 c a
art► 5.5 Boring terminated at 25.5 feet bgs. Perched w X
groundwater estimated at 5 to 12 feet bgs F
during drilling. Boring was backfilled with H
soil,bentonite chips,and surficial gravel. F
do w
a�
rw AdU
Qp
O
F�
a�
a�
a�
z�
0
a+r r Q
az
ao
dd
aw d o
Xa
x
yx
Ha
W
rr
N
a
d
0
*SAMPLER 8 Cal.(3"OD) ® SPT 9"OD) D Core , Shelby Grab ® No a
TYPE Split Spoon Split poon Sample Tube Recovery Q
**HAMMER WEIGHT (30'b 1 0 IN
am �
White Fench Ranch Sewer
Appendix
]"KLEINFELDER PP
Renton,WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS BORING LOG 12b
+ SOILS AND MATERIALS TESTING
g PROJECT NUMBER: 92850 BH-12 PAGE 2 of 2
N
VIIIIIIIIN
TESTING PROGRAM
LAB ANALYSIS I FIELD U.S.C.S.IEZO
co sx TR�u x .. x I c SOIL DESCRIPTION i I K
`
■a A � � V
an.r4
0
a Surface:Dense,Oiled Silty Gravel(4"
`sr GM thick). Q
Medium dense,brown,moist,Silty
GRAVEL(GM);with some sand(FILL). e
+�w SM Medium dense,mottled light gray and ——
O�
16" 6 S-1 brown,wet,Silty SAND(SM);fine to
6 medium sand with some subrounded gravel
(ALLUVIUM). U
err 6
S : Medium dense,light gray-brown,wet,
-- �F
11.2 : : la" 12 S-2 :: SAND with Silt and Gravel(SP-SM);fine A
+► to medium sand,subrounded gravel,
12 Possible cobbles. °
15
�O
__ _ __ ___ __ __ F
SM Very dense,mottled light gray and brown, C e
• :: wet,Silty SAND(SM);fine to medium
sand with some subrounded gravel a
(GLACIAL TILL). °
10 il.s s" s S3 e
am �d
P-G Very dense,light gray-brown,wet,
if1e GRAVEL with Silt and Sand(GP-GM); °
° fine to coarse gravel. Z
15- 4" S-4 °
ass
do
° a
°
°
°
irr
g�
0
U °
2 9 DATE DRILLED:4-7-M SURFACE ELEVATION(feet):521 DRILLING METHOD:HSA 9
LOGGED BY:W.S.Lewis TOTAL DEPTH(feet):25.5 DRILLING COMPANY: Beretec
REVIEWED BY: DIAMETER OF BORING(in):6" CASING SIZE:None
r White Fench Ranch Sewer
Appendix
MIKLEEVELDER. n
Renton,WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS BORING LOG 13a
' ► SOILS AND MATERIALS TESTING
v,
PROJECT NUMBER: 92850 BH-13 PAGE 1 of 2
as
TESTING PROGRAM
W LAB ANALYSIS FIELD U.S.C.S.
r WELL/PIEZO Wa
0 SOIL DESCRIPTION
CONSTRUCTION o a ' W 3 0 �" ' z
9A. a O o e dV y
A 3 C V o Q
O d z
F
2 3" -0.4 S-5
s q a
°( v�6
Z�
..p
o .F.
° z
U�
�► ° 04
o z
�<
25 4° 0-0.4 S-6 V A
o O
r 5.5 Boring terminated at 25.5 feet bgs. Perched C
groundwater estimated at 2.5 to 25.5 feet F
bgs during drilling. Boring was backfilled w x
with soil,bentonite chips,and surficial F,
rrr gravel. w
Fp
F�
dd
o
S
zQP
MON
ox
FF
gar
�a
aW
�x
err E.V
dr
az
a�
dQ
�a
Fd
w
N
IL
IL
O
ar *SAMPLER 8 Cal. 31-OD) ® SPT(2"OD) Con , Shelby m Gib ® No a
TYPE Split 5spoon Split spoon Sample Tube Recovery d
""HAMMER WEIGHT X300 1Dro ) 140 0'�Dro
o )
do
o White Fench Ranch Sewer Appendix
KLEINFELDER
Renton,WA A
o GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS
wr 'aF SOILS AND MATERIALS TESTING BORING LOG 13b m
g PROJECT NUMBER: 92850 BH-13 PAGE 2 of 2
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APPENDIX B
LABORATORY TESTING
w
Particle Size Distribution Report
8 0 8
100
. ............ ................ T
t t ........... .......
90-
hz
80 .......... ............
...... ...................
rt
..................
70
T—
W 60- ................
Z
LL
Z 50- t- . ......
...........
W
W40
err 0-
I M r i Ti
20-
10
F,
0
100 10 1 0.t 0.01 0.001
SIR GRAIN SIZE-mm.
%+3" %Gravel %Sand %Fines
I
Coarse I Fine I Coarse l Medium Fine Slit Clay
0.0 1 5.2 1 6.8 1 3.5 12.5 39.5 32.5
SIEVE PERCENT SPEC.* PASS? Soil Description
SIZE FINER PERCENT (X=NO) Silty sand
WIS 1.5" 100.0 Laboratory Number 7827-H
I" 94.8
3/4" 94.8
1/2" 93.6 Afterberg Limits
dw 3/8" 91.8 PL= N/A LL= N/A PI= N/A
#4 88.0
#8 85.2 Coefficients
#16 82.5 D85=2.2463 D60=0.2279 D50=0.1555
1)30= 1)15= 1)10=
Am #30 78.2
CU= cc
#60 62.4
#100 49.1 Classification
#200 32.5 USCS= SM AASHTO=
Remarks
Tested By:R.Muir
Entered By:R.Hogg
Reviewed By:J.Schwartz
err
(no specification provided)
Sample No.: BH-2,S-2 Source of Sample: Borings Date: 04/22/08
Location: N/A Elev./Depth: 51
Kleinfelder, Inc. Client:
Project: White Fench Sewer Interceptor
City of Renton
Bellevue,WA Project No: 92850 Figure
AW
Particle Size Distribution Report
100-
............ . ....I ..........
90 .. . . ............
80 ...........
i ii � � I i i �� '', �C�'! f
lit
70
-jt
W 60
U-
Z 50-
U.1
U
LU 40-
a.
30
..................
20-
10-
100 10 1 0.1 0.01 0.001
GRAIN SIZE-mm.
%+3" %Gravel %Sand %Fines
Coarse I Fine CORMOI Medium Fine I Slit clay
0.0 3.1 1 9.0 4.3 23.5 38.5 1 21.6
ewe
SIEVE PERCENT SPEC.* PASS? Soil Description
SIZE FINER PERCENT (X=NO) Silty sand
111 100.0 Laboratory Number 7827-G
3/4" 96.9
1/2" 92.7
3/8" 92.5 AtterbeEg Limits
ar #4 87.9 PL= N/A LL= N/A PI= N/A
#8 84.7
#16 80.0 Coefficients
#30 68.6 D85=2.5276 D60=0.4238 D50=0.2830
#60 46.9
D30=0.1181 D15= D10=#100 34.4 Cu— CC=
#200 21.6 Classification
USCS= SM AASHTO=
Remarks
Tested By:R.Muir
Entered By:R.Hogg
Reviewed By:J.Schwartz
(no specification provided)
Sample No.: 1314-3,S-2 Source of Sample: Borings Date: 04/22/08
Location: N/A Elev./Depth: 5'
rr
Kleinfelder, Inc. Client:
Project White Fench Sewer Interceptor
City of Renton
Bellevue, WA Project No: 92850 Figure
we
Particle Size Distribution Report
CY C Mk 8,1
100
90'
80 —4�
4
70 4.. II
W 60 -4
-4
Z ------
LL.
—T
UJ
Z 50-
+I
It
(L 40
LU
30
20
10
0
100 10 1 0.1 0.01 0.001
GRAIN SIZE-mm.
%+3' %Gravel %Sand %Fines
Coarse Fine Coarse l Medium I Fine SIR clay
0.0 0.0 0.0 0.0 6.2 57.2 36.6
SIEVE PERCENT SPEC.* PASS? Soil Description
SIZE FINER PERCENT (X=NO) Silty sand
Ma #8- 100.0 Laboratory Number 7827-F
#16 99.9
#30 99.6
#60 85.0 Atterbera Limits
da #100 59.0 PL= N/A LL= N/A PI= N/A
#200 36.6 Coefficients
D85=0.2499 D60=0.1529 D50=0.1135
C30= D15= D10=
U= CC=
Classification
USCS= SM AASHTO=
Remarks
Tested By:R.Muir
Entered By:R.Hogg
Reviewed By-.J.Schwartz
rn
(no specification provided)
Sample No.: BH4,S-3 Source of Sample: Borings Date. 04/22/2008
Location: N/A Elev./Depth: 10'
Kleinfelder, Inc. Client:
Project: White Fench Sewer Interceptor
City of Renton
Bellevue WA Project No: 92850 Figure
4W
I
Particle Size Distribution Report
100 f
i
i
80 I I
I
70 _..
....... , .. ._......_.......
f i
i
W BO-.J � { .................. I Z i 1
..
Z 50
W 40I f �- ( ! .. - I
1 _ ..
r Ftt.......i..l ;.. �...
xr. d
I
i
ao
I .I I
�I' E
20 - —
10 ................._
f T RT
o
100 10 1 0.1 0.01 0.001
GRAIN SIZE-mm.
%+3. %Gravel %Sand %ones
Coarse Fine Coarse Medium Flne SIR clay
0.0 0.0 0.0 0.4 5.3 5.3 89.0
SIEVE^ PERCENT SPEC.' PASS? Soil Description
SIZE FINER PERCENT (X=NO) Silt
„e1 #4 100.0 Laboratory Number 7827-E
#8 99.9
#16 98.9
#30 95.8 Atterberg Limits
#60 92.1 PL= N/A LL= N/A PI= N/A
#100 90.8 Coefficients
#200 89.0
D85= D60= D50=
D30= C15= D10=
CU= c
Classification
USCS= ML AASHTO=
rr. Remarks
Tested By:R.Muir
Entered By:R.Hogg
Reviewed By:J.Schwartz
ors
(no specification provided)
Sample No.: BH-5,S-3 Source of Sample: Borings Date: 04/22/08
Location: N/A Elev./Depth: 10'
r,
Kleinfelder, Inc. Client:
Project: White Fench Sewer Interceptor
IWO City of Renton
Bellevue WA Project No: 92850 Figure
VON
Ow
Particle Size Distribution Report
_
o o g
:C
100
sot ,... .. , ,......... .... ._... , : ...... . �. �_..t................ _
rw I ! F I I
80
70
W 60
rz I
Z T"! i
I !
as Z 50
I
W
_.._ E
are a 40 1 ,...._ -...r I. .
�
I!
we
20
10— —_7
I t A I
! I
100 10 1 0.1 0.01 0.001
r GRAIN SIZE-mm.
%+3" %Gravel %Sand %Fines
Coarse Fine Goarsel Medlum Fine SIR clay
0.0 1 4.6 22.4 9.0 18.5 24.3 21.2
art
SIEVE PERCENT SPEC.' PASS? Soil Description
SIZE FINER PERCENT (X=NO) Silty sand with gravel
is 1 100.0 Laboratory Number 7827-D
3/4" 95.4
1/2" 88.6
3/8" 84.1 Atterberg Limits
#4 73.0 PL= N/A LL= N/A PI= N/A
#8 65.7 Coefficients
#16 58.1 D85= 10.0738 D 1.3467 D =0.5619
#30 51.1 85— 60= 50-
#60 37.0 D30=0.1606 D15= D10=
#100 28.9 Cu— Cc=
#200 21.2 Classification
USCS= SM AASHTO=
WIN Remarks
Tested By:R.Muir
Entered By:R.Hogg
Reviewed By:J.Schwartz
re.
(no specification provided)
Sample No.: BH-6,S-2 Source of Sample: Borings Date: 04/22/08
Location: N/A Elev./Depth: 5'
Kleinfelder, Inc.. Client:
Project: White Fench Sewer Interceptor
City of Renton
OWN Bellevue WA Project No: 92850 Figure
MIS
as
Particle Size Distribution Report
G Est .9
in N
o
:8
1VV I
WIN
90 .... ....... ............ .. ...... ...... ................. . ........4 ................
Mw
Ilia ;� ; ;,!� I
80 .._...._... ........ . ... ................ .......... .............—
-----------
70—
w 60—
Z
U_
Z 50
w
0
W 40
asr CL
t
30—
ISO
H II i 20 ff
10.
LL
100 10 1 0.1 0.01 0.001
GRAIN SIZE-mm.
%+3" %Gravel %Sand %Flnes
coarse I Fine lCoarse l Medium I Fl,:, Slit clay
0.0 15.0 13.5 1 4.4 11.4 30.6 25.1
rrV
SIEVE PERCENT SPEC.* PASS? Soil Description
SIZE FINER PERCENT (X=NO) Silty sand with gravel
1.5'0 100.0 Laboratory Number 7827-C
1" 85.0
3/4" 85.0
1/2" 79.4 Afterberg Limits
OWN 3/8" 77.1 PL= N/A LL= N/A PI= N/A
#4 71.5
#8 68.0 Coefficients
#16 64.5 D85=25.4101 D60=0.5727 D50=0.2849
#30 60.7
D30=0-0988 D15= D10=#60 48.1 CU= cc=
#100 37.4 Classification
#200 25.1 USCS= SM AASHTO=
OWN Remarks
Tested By:R.Muir
Entered By:R.Hogg
Reviewed By:J.Schwartz
aft, (no specification provided)
Sample No.: BH-9,S-3 Source of Sample: Borings Date: 04/22/08
Location: N/A Elev./Depth: 10,
�ffiw
Kleinfelder, Inc. Client:
Project: White Fench Sewer Interceptor
WA City of Renton
L__Bellevue, WA Project No: 92850 Figure
Particle Size Distribution Report
ci C, 8
100
90 ..........
so ...........
.................
T14-1
.4
70
LU 60—
t
Z
LL
Z 50- -41
uJ
U
LU 40
rrr
-TJ
0.
30 ...................7.
T-
ISO
i .. ................ ................ .......... 4. 4 L
4
20 ................
10
IT
0
100 10 1 0.1 0.01 0.001
GRAIN SIZE-mm.
%+3' %Gravel %Sand %Fines
Fine
Coarse + Coarse Medium Fine Slit clay
Fine
0.0 0.0 11.3 6.2 18.7 27.0 36.8
aw
SIEVE PERCENT SPEC.* PASS? Soil Description
SIZE FINER PERCENT (X=NO) Poorly graded sand with gravel
to 3/411 100.0 Laboratory Number 7827-A
1/2" 95.7
3/811 93.6
#4 88.7 Afterbern Limits
im #8 83.9 PL= N/A LL= N/A P1= N/A
#16 77.8
#30 69.2 Coefficients
#60 55.4 D85=2.7635 D60=0.3340 D50=0.1807
#100 46.9
D30= D15= D10=#200 36.8 Cu— CC=
Classification
USCS= SM AASHTO=
Remarks
Tested By R.Muir
Entered By R.Hogg
Reviewed By J.Schwartz
err
(no specification provided)
Sample No.: BH-11,S-I Source of Sample: Borings Date: 04/22/2008
Location: N/A Elev./Depth: 2.5
err
Kleinfelder, Inc. Client:
Project: White Fcnch Sewer Interceptor
City of Renton
Bellevue, WA 92850 Figure
Particle Size Distribution Report
8 0
iD ; Y
M N - - A U 7k
100
-J............j.;....... ----
+
+
7
Wall
------------
................
80
41 "-"-T .........................
NO I
70- ..............
7
O i
.. ..............
,.r i I LL
I
Z if
W
W 40
VON (L T.
30 ..........
20—
+-
10—
0 LA
100 10 1 0.1 0.01 0.001
law GRAIN SIZE-mm.
%+3" %Sand %Fines
I coarse I Fine 1Coarse l Medium I Fine Slit clay
ISO 0.0 1 0.0 1 1.2 1 1.1 1 9.0 16.0 72.7
SIEVE PERCENT SPEC.* PASS? Soil Description
SIZE FINER PERCENT (X=NO) Silt with sand
rrr 1/2" 100.0 Laboratory Number 7827-B
3/8" 99.6
#4 98.8
#8 98.4 Atterberg Limits
#16 95.6 PL= LL= Ph
#30 90.9
#60 85.2 Coefficients
#100 82.0 D85=0.2429 D6050=
D30= D15= D= D10=
#200 72.7 CU= CC=
Classification
USCS= ML AASHTO=
Remarks
Tested By:R.Muir
Entered By:R.Hogg
Reviewed By:J.Schwartz
er (no specification provided)
Sample No.: BH-I 1,S-3 Source of Sample: Borings Date: 04/22/08
Location: N/A Elev./Depth: 10,
ar
Kleinfelder, Inc. Client:
Project: White Fench Sewer Interceptor
MW City of Renton
IL I3eIIevqe,_..WA Prolect No: 92850 Figure
QW
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APPENDIX C
IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING
REPORT
mw
400
aw
IMPOPIRRI In' loPmetion About YOUP
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Geolechnical
-_W
i The rr
ffillowing information Is Provided to help you manage your risks,
I
I
Geotechnical Services Are Performed for • elevation,configuration:location,orientation,or weight of the
Specific Purposes, Persons, and Projects proposed structure,
l
Geotechnical engineers structure their services to beet the specific needs of • composition of the design team,or
their clients.A geolechnical engineering study conducted for a civic engi- • project ownership.
.tic ? veer may not fulfill the needs of a construction contractor or even another
civil engineer:Because each geotechnical engineering study is unique,each, As a general rule,always inform your geotechnical engineer of project I
geotechnical engineering report is unique,prepared solely for the client,No changes--even minor ones—and request an assessment of their impact,
one except you should rely on your geotechnical engineering report without Geetechnical engin rs cannel acoept respunslbility fir,,,lbly ly 4^r pr,)bI,8r,s l
first corrferr irig with the geotechnical engineer who prepared it.And oo one that occtwr because their repor#s oa not cons der ve%lvprnenfs of which
not even you- should apply the rt;porf f;rr any purpose or project !hay woe not inivi,,rned,
except the or7e originally conternplated.
+rw Subsurface Conditions Can Change
Read the Full Report A'he- engineering report is bast-,,d on conditions that existed at
Serious problems have occurred because those relying on a geotechnical the time the study was performed.Do rot roily on a peotet;hnieal enrlineer-
elgineering report did not read it all.Do not rely on an cxcnut ve summary. iriq refJOrlwhose adequacy may have tine;n affected by:the passage of l
Do not read selected elements only. time;by rnan-made events,stich as cwistruction on or adjacent to the site;
or lay natural evenly, such as floods,earthcuakes,or groundwater fluctua-
j A Geotechnical Engineering Report Is Based on tions.Ahtvys contact t the geotect,nical enggineer before applying the report
A Unique Set of Project-Specific Factors to determine if it is sir l reliable,A minor amount of.additional testing or i
j Geotechnical engineers consider a number of unique,pro,e�t specific fa,,- analysis~could prevent major prohler;is,
Vs when establis ling the scope of a study.Typical factors include-,the
c`ent's goals,ob ectives,and risk management preferences,,the general Most Geotechnical Findings Are Professional
ar. nature of the ctrlCtUre involvori its s'7e,and configuration+the foe,,;tinn of Ifpin10r1'
the structure,on the silo:and oth ar planned or existing site irnp ov; rnents, Sire explora..n iii.,,tl is s subsurface conditions only at these points when,,
such as access roads.parking lots,arid underground utilities.Unless the subsurface tests are vianc4i cted or sarr:ples are taken.Genotechnical ei,gi-
geotichnital engineer who conducted the stiudy specifically indicat=es nth- veers revlfm fide and la=oratory data and then apply their professional
?;it lse,do not rely on a geotechnical engineving report[hat was' iuJpr enl to epic , an„p ire a,l about subsueta."iond liens thraug#inUt the
+ riot prepared ed line you, site,AC ual silt);urface Donn.tions may difler-°S.Jrnetimes>si nific7lit.r+--
• riot prepared f JI y,ur prt'Ject, from those Indi�atod in y:!.,ur rcpprt.Retain ng the greolochnical eniglneer
wr • n6t prepared for the spec lie ice explore(l,or who developed your report to provide c onstrt ction ctJServat;on is the I
• p- ,w'i.t)ri)rta I tJOrlant pr °; .,aiig1$,r rr.;made, r'nost effe-tibe rretf od of managing the risks associated with u aai,hc pated
c on,
il"p✓7l chanlj,s thaa(Tn erode Me rell`,t..ly "I an existing p h al
it !i d tray a }t at of s ' A Repeat's Recommendations Are Not Film i
• t le,,u?...i>,n of the t ro;iosed truct?ui',as when its chanced Ir,:m,a Din not C'vem"Iv on ifie C0nStrLl„tk;`I r ec"Ornr c'n a"ions included in your
parf"In umge t„ n .,.ill i,»ig,of f Oat a l ghzi iridJs,r ill lanl report. ihols ,:;., ,J.,,:t lsil d i to l;fi.° .I,:1t,tlt'.hsUStu t r,i;leChrlhuai urtgi-
awr to a r',3 ICJ '3:C'(t w�,1ef out so, livers d€�;w,tip thorn principal y €"li ijd' -ner l,.n,°c"inlo �, a'entec"I ical
engineers call f rip J.their re„=jnim;~ndati(Jr s 'nlv by oltservin acts;it
I
tw ... ,� ...__.....
Ir S,b turfare CC #7.t#L,S E UPaied J JrIr1C3 ca,lai`Urtiu n. 7i;C ,I,:,,i:. Ir arty t, ,I iCTI rt i.if t°a. J I'Cl �t,:
1 to d i it pp, i n p p r.;d u� ,risk
j en flee 0,1 to deve/oped yauir reo ?t(? ttt`J.'`<::S;Irk?reds_„rr;,1hiW for of,s1.Oi i+t lcorii„s.geott;(,t11,ical ant`l(P,r$caimmonly include ci+ Cj ,}"JF I
! ?err` it Fir l;':>�3
oft'S ft uO n ?u;J??1. "S!!1hG�°�r?;inee,does l�t7.pe fx axp� a atory prav'S i1r3S in their reports Sometimes 133 E Ct lIrCilt..t-o is
{,r7St`i"uL,?£??7 U�1S£!v<111L+rr,
many of;f e>e prov#sirtr#s indicate 3Frhr,'re geDte„hn;oat engineers'respari5=
bli'tres begin gi:and end,to t t p r t r. < r s r o-ii r t€;,IC r ovn responsibilities
A Geotechnical Engineering Report Is Subject to and risks task questions,Your geotechn cal
Misinterpretation engineer should respond ft ly and frankly
Other design team members misinterpretation of geoted)rrcal engrOering
to reports eras resulted in cosily problems.tower that risk by N r,g ycuE igeo- Geoenviromnental Concerns Are Not Covered
tfi hnica'engineer car#fer with appropriate members of the ues gn team af;er the equipinent,techn;qu es,and r,rs,urinal ;,sr d to pa fora 1 gtryronviron
submitting the report.Also reta4i y uit geectechnical engineer to review perti !al nta study dieter s grilf t. ritly from€thes,,used to perform a taGi7r�,+tr-cam
nerd elements of the design learns plans and specifications,Contractors can study.For that reason,a gall�t,;ca3<,nair#r s�,i nW report does riot usually
a so misinterpret a gootechnicaf engineering report.Reduce that risk by relate any geoenvironmentai findings. € tcii#s nr,s,or recommendations;
having your geotechnical engineer participate in prebid and t re;orstrifflon e.g.,about the like'ihood of en:orunfe ring undKgro#urrd storage tanks or 1
conferences,and by providing construction observation, regulated contaminants, lave led
•+� to num610wrS project far,lureS h you t vie riot ye ob"lined your own ge'Der
Do Not Redraw the Engineer's Logs vironn�tental irrforrmat#on,asst your oorisiult sill ftir ri k rriari-
Geotechnical engineer's prepare final boring and testing logs bused upon agement guidance,Do eta;te} oil,an eir"vilolume;?al for
their inlerpretallcn of field logs and laboratory data.To prevent errors or S,/naone else,
omissions,the logs induded in a geolachnical engineering report should
reuerbe indrawn for inclusion in architectural or other design drawings, Obtain Professional Assistance To Deal With Mold l
Only photographic or elei:tronic reproduction is acceptable, biu!rxonga,ze Diverse strategies can be,applied during building design,construction,
.r ? fnat sop,ratrrp logs Axom an elov*risk, operation,and mainlenance to prevent significant ariiounts of mold from
,growing on indoor ssuOaces.To be eliect#ve,all sutih strategies should be
Give Contractors a Complete Report and devised for the express jour nose of mold prover lion. integraled into a coin
i
Guidance ,,rehensive plan,and executed viit`#diligent overs ghl by a pr es, riot
Some owners and design piclessironals mistakenly believe they can snake mold prevention consultant.Because just a sr,i:ill armou;fil of eater or
contractors liable for:unanticipated siubsuvace conditions by=irritinrg w)pt moist=urP can lead to the development cl severe mold ir,f t::ton#s,a nU`n
they provide for bid preparation,Tb help prevent costly problems,give con- ber of meld preen Lion strategies flOcus on keeping building surfaces dry.
j tractors the compute geolechnical engineering(=uport,tw: Preface it with a While ground water,water}if;ltration,arsd similar issues may have been
clearly mitten letter of transmittal,to that letter..advise contra mss that the addressed as part of the geotectinicaal engineering study whose findings
report yeas not prepared for purposes of bid=development and that the are conveyed in this report,the ge rtec,hnieal engineer in,charge of Inis
report's accuracy is limited;e;#courage them to confer with the geotechnical project is net a mold prevention cons ulta#l;none of the services per-
lrtr engineer who prepared the repo t{a modest fee may be iequired)and,?or to formed in connection with the geotechnfcal engineers study
conduct additional study to obtain the specific hypes of Information they were designed or conducted for the purpose of mold preven-
mcd or prefer.A prebid conference can also be valuable,Be Sure conlrr;- Pion. Proper implementation of the recommendations conveyed
tots ham,sufficient time to perform additional study.Only then might you in this report will not of itself he sufficient to prevent mold from
lire in a position to give contras ors the best information available to you, growing in or on the structure involved,
while requiring themm to at least snare some of the finanoial responsibilities
stemming from i:nanticipated conditions, Rely, on Your ASFE-Member Geotechnicial
Engineer for Additional Assistance
Read Responsibility Provisions Closely Membership in ASH/The Rest People on Eant,exposes gntechnicai
Swnie clients,design protessionals,and contractors do net recognize that e-rigineers to a wide arras of risk rnana,gern,.,,nt lechn;goes that can he of
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g otedmica rangirieerint star loss r„==xar,t than other en&earing disc;- genuine bevel t for everyone tnvolveu omh a construction preterit.GariMr
Alines.This lack of u"Iderstandina has cre,aJed iunrea`listic exr.) ctations that with you nSFE-i-neriiber igreolechnl a#enriln�"',e?r?ar more#nlormat#an. i
1111
ASF=E
1�LG'4c, t11t�ri)zir �€Ir't''t+l ;711V`.'. >�r�r• f,�'.1 e s. .,
t[' pr=r1 , 3311;:r 2733 ,#n 1� i3 k,'58 ZL;
am f`ay`tyrrqfrAIV,d!' A57lrlYl�„1.Catt?'lu7 8j€lffdt5”ttCr, JrGX.Y�,tt�tr(tftiS�lJ .r1N(,t,t"ra7o.N�<r'; �?.t.,'1,i'a7_ ..�t��F.Si'� ...rt,;.. 51f „fp}t.f1 :.d�c.t:✓...7thN7°�7�sSrES
S;tc
it hlzen suer rr5,5€r,r x r :rn,q!i L.=p,.,r 04trr,r.wsr E'xfrarfing worGi+rg f vta Ma doc merit,s pt,fl.It{Ew Wlhl ails,,,e.xPta;S,.,.teP Pe;,-M? ,'.'rzn W ASfE.AV^tats°tqr
.,,airs: srhr, fr,”teseafch rx_r.,ec': aJ,.),,f.mb c s at AS,1 !n,3y vwr tics,W,'r,r.re.f a'I uir,P,e,'oe,t ti nr„> CJ glmeer., t Anv om. ,r
s vs...
.... ._._.m._., _.. _._
STANDARD DRAWINGS
MANHOLE FRAME AND COVER
6" SEE DRAWING 8074
12" MAX. 24
ADJUSTMENT (4" MIN.)
.r CONE
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
C'
STEPS — POLYPROPYLENE STEPS
.. SHALL BE INCLUDED
7' MIN. CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
A
'a
4.
12" (TYP) MAX. PIPE SIZE — 'E'
T— LADDER—POLYPROPYLENE
ar
CONCRETE SHELF
■r
1% PRECAST BASE SECTION
OR CAST IN SHELF.
o °
,B.
■r
NOT TO SCALE
,A, ,B, .C, ,D, 'E'
48" MH 48" 6" MIN. 5"MIN 24" MIN, 21" I.D.
54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D.
60" MH 60" 8" MIN. 1 6" MIN. 42" MIN. 30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING TO BE PER DRAWING B074.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
rr 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING: WASSER MC-CONSEAL OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
+�w 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" CLIMBING
AND FALL PROTECTION SYSTEM INSTALLED.
Y
G~a �•n STD. PLAN — 400.1
+ PUBLIC WORKS DEPARTMENT STANDARD SANITARY MANHOLE
MARCH 2008
�.r
err
+rri 24°x 6° FRAME AND LIP
PER DRAWING 8074.
r723 I:
ar
iD
4" MIN. TO
° 12° MAX.
e d e
a
24" x
a
0
00
e � 00 12„ a N 0
d
B J Z
m 1-T4 _Q
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NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING TO BE PER DRAWING B074.
+ + 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING
CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC—AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE
LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR—N—SEAL
BOOTS OR APPROVED EQUAL.
wr
ws Y
PUBLIC WORKS SANITARY MANHOLE
STD. PLAN — 400.2
DEPARTMENT SHALLOW
00 �FNTO$ MARCH 2008
r.
do
SEAL WITH AR 4000 AND
DRY SAND AFTER PATCHING
ON
air PATCHED AREA
ww A A
COVER
■r1
09
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PLAN
NTS
OUTSIDE DIA. 1'-0" 2" A.C. CLASS "G"
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are ��,;✓l»�j�' r���� � 5,
��1�✓�%� ���� 4" CONCRETE
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SECTION A-A
dw NOTES:
REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS TWO FEET.
ADJUST CASTING FRAME TO PAVEMENT SURFACE USING CONCRETE
rr BLOCKS.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH
CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE
WITH 2" OF A.C. CLASS "G".
arr
aw
*-R
TYPICAL UTILITY COVER STD. PLAN — 400.4
PUBLIC WORKS ADJUSTMENT FOR
DEPARTMENT
PAVEMENT OR OVERLAY MARCH 2008
aw
B❑LTH❑LES — 3 PLCS
S)MA NMI EQUALLY SPACED 120°
wadIr 1SV" APART ON 23 1/16' (586mm)
DIA B,C. (SEE DETAIL)
x auvaioH
o8zlicoo
a
RENTON y
d
® SEWER O
&)v ti ~_
MAN IN OS" COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
25' DIA.
1635mm] 1' (3) BLT SOC. (ALLEN HEAD)
(� C25mm] 5/ X SS
wr 3/4' RUBBER BE WASHER
HER
C19mm]
rr h--- 8 3/4' L 1/2'
C222mm 1] 64mm]
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
26 112' DIA
C673mm]
25 1/4' DIA
1641mm] 1 1/16' 1/4' 1 1/16'
C6mm]
(6mm) DIA � 127mm]
NEOP C27mm]
RENE GASKET
1 6'
C152mm] 13mm]
T 1 vs•
5/8' J 23 3/8' DIA CL ❑PEN CR3mm]
116mm] C594mm] GASKET GROOVE DETAIL
27 5/16' DIA
C694mm]
34 1/8' DIA
1867mm] NOTES:
as FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
d "SEWER"), OR WATER (SPECIFY "WATER").
Y O _
;u--tR PUBLIC WORKS MANHOLE FRAME AND COVER P 401
DEPARTMENT
MARCH 2008
W (SEE NOTE 4) LIMITS OF PIPE ZONE
r. V1 0"
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 6) 0
FOUNDATION LEVEL
6„
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH WIDTH.
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN THE BACKFILL MATERIAL.
r
6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS
SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS.
7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
rw
-
Aw * �� » + PUBLIC WORKS PIPE BEDDING STD. PLAN 405
_ DEPARTMENT FOR SANITARY SEWERS
MARCH 2008
PROPERTY LINE
z .
6'-0"
° FUTURE
rTEE " BUILDING SEWER PIPE BUILDING SEWER
i�
�r Z 2"x 4" STUD MARKING POST PAINTED
W ITH 6" SIDE OUTLET J WHITE WITH THE WORD "SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
WRAPPED AROUND THE STUD AND
+ � 0 EXTENDED TO THE TOP OF THE STUD.
a
6" SIDE SEWER AND BUILDING SEWER
rr
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CORE-DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL).
mw C. PVC MAIN - CORE-DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE IRON MAIN - CORE-DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK-OUTS OR THE
STRUCTURE SHALL BE CORE-DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
1:3:5 MIX �� O
v
CONCRETE \�N\�G
BLOCKING
a■ M\N MP�"GRE
CGN 2% MIN SLOPE
HORIZONTAL
6" SIDE OUTLET TEE
SEWER
6" MIN. MAIN SEWER MAIN
+rr CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
�Y STANDARD SIDE SEWER STD. PLAN — 406
PUBLIC WORKS
� -+ DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) MARCH 2008
.ti.
r.
6 IN. DIAMETER PIPE
LENGTH(FT) 0 50 100 150 200 250 300 350 400 450 1 500
ar aw 0 0 80 160 236 316 396 476 556 632 1 680 680
a. 50 140 220 300 380 456 536 616 696 712 708 708
x 100 280 360 440 520 600 676 748 744 736 732 728
w 150 424 500 580 660 740 780 772 764 756 748 744
a 200 564 644 720 800 808 796 788 780 772 764 760
0 250 704 784 856 836 820 808 800 792 784 776 772
300 844 880 860 844 832 820 808 800 792 788 780
Z 350 908 884 868 852 840 828 820 808 804 796 788
°0 400 908 888 872 856 844 836 824 816 1 808 804 796
450 908 888 876 860 852 840 832 824 816 808 804
TIME (SECONDS)
arr
6 IN. DIAMETER PIPE
LENGTH FT 0 50 100 150 200 250 300 350 400 450 1 500
a 0 0 80 160 236 316 396 476 556 632 680 680
a 50 220 300 380 456 536 616 696 768 760 752 744
Of 100 440 520 600 676 756 836 840 828 1 812 1 804 792
w 150 660 740 820 896 932 908 888 868 1 856 1 840 832
200 880 960 1028 992 964 940 920 900 888 872 860
0 250 1100 1084 1044 1012 988 964 944 928 9121 900 888
Z 300 1132 1092 1056 1028 1004 984 964 948 1 932 1 920 908
350 1132 1096 1068 1040 1016 996 980 964 I 948 I 936 924
400 1132 1100 1076 1052 1028 1008 992 976 964 952 940
rrr
450 1132 1104 1080 1056 1036 1020 1004 988 976 964 952
TIME SECONDS
6 IN. DIAMETER PIPE
LENGTH FT 0 50 100 150 200 250 300 350 400 450 500
a 0 0 80 160 236 316 396 476 556 632 680 680
a 50 316 396 476 556 632 712 832 816 804 804 792
w
100 632 712 792 872 952 984 952 928 908 888 876
+ Li 150 952 1028 1108 1132 1088 1052 1020 992 972 952 936
a 200 1268 1284 1224 1176 11132 1100 1068 11044 11020 11000 984
0 250 1360 1300 1248 1204 11164 1132 1104 11080 11056 11036 1020
Z 300 1360 1308 1264 1224 1192 1160 11132 11108 1088 1068 1052
N 350 1360 1 1316 11276 11240 11208 1180 11156 1132 1112 1096 1076
400 1360 1.13g2 1284 1252 11224 1200 11176 11152 11132 1 1116 1100
450 1360 11324 11292 11264 112,36 11212T1192 11168 11152 11132 1116
TIME SECONDS
6 IN. DIAMETER PIPE
LENGTH(FT 0 50 100 150 2001 250 1 300 350 4001 450 1 500
wr a_ 0 0 80 160 236 316 396 476 556 632 680 680
a 50 496 576 652 732 812 1 892 972 948 924 900 884
w
100 988 1068 1148 1228 1248 11192 1144 1104 1072 1044 1020
w 150 1484 1564 1484 1408 1344 1292 1248 1208 1172 1144 1116
ra a 200 1700 1608 1532 1464 1408 1360 1316 1280 1248 1216 1192
0 250 1700 1624 1560 1504 1452 1408 1368 1332 1304 1272 1248
Z 300 1700 1636 1580 1532 1484 1444 1408 11376 1344 1 1316 1292
n 350 1700 1644 1596 1552 1512 11472 11440 114nR 11 380 11352 1328
rr 400 1700 1652 1608 1568 1532 11496 11464 1436 1408 1384 1360
450 1700 1656 1616 1580 1548 1516 1484 1460 1432 1408 1388
TIME SECONDS
PROCEDURE:
rr�r
SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.1.G. ALL SEWER PIPE SHALL MEET A MINIMUM AIR
ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 MINUTES
AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS
AT 4.0 P.S.I.G. OF PRESSURE,THEN THE TIME OF THE DROP FROM
3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS
THAN THE TIME SHOWN ON THE ABOVE TABLES.
PUBLIC WORKS AIR TEST TABLE STD. PLAN — 411
rr + =�� -.+ DEPARTMENT ( LOW PRESSURE )
FOR SANITARY SEWERS MARCH 2008
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